Bridge Statistics for Fifth Ward, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 148ft / 44.9mTotal length
- $2,532,000Total costs
- 17,055Total average daily traffic
- 2,399Total average daily truck traffic
- 24,830Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Fifth Ward
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 21950-1959
- 11960-1969
- 31970-1979
- 31980-1989
- 41990-1999
- Bridge Condition - Deck
- 42.9%Good
- 14.3%Satisfactory
- 7.1%Fair
- 21.4%Poor
- 7.1%Serious
- 7.1%Failed
- Bridge Condition - Superstructure
- 42.9%Good
- 14.3%Satisfactory
- 7.1%Fair
- 21.4%Poor
- 7.1%Serious
- 7.1%Failed
- Bridge Condition - Substructure
- 7.1%Very good
- 35.7%Good
- 7.1%Satisfactory
- 7.1%Fair
- 14.3%Poor
- 21.4%Serious
- 7.1%Failed
- Bridge Condition - Channel
- 46.7%Good
- 26.7%Satisfactory
- 13.3%Poor
- 6.7%Imminent failure
- 6.7%Failed
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Structure Number: 43696-00001, Location: "SEC 25, T2N, R3E" (Lat: 31.113333, Lng: -92.122000), Route carried "on" structure: Federal lands road , Year Built: 1997, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 5 (year 2019), Average Future Daily Traffic: 5 (year 2039), Features Intersected: COULEE DES GRUES, Facility Carried by Structure: FIELD ACCESS
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: Bureau of Fish and Wildlife, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 43696-00001, Location: "SEC 25, T2N, R3E" (Lat: 31.113333, Lng: -92.122000), Route carried "on" structure: Federal lands road , Year Built: 1997, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 5 (year 2019), Average Future Daily Traffic: 5 (year 2039), Features Intersected: COULEE DES GRUES, Facility Carried by Structure: FIELD ACCESS
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: Bureau of Fish and Wildlife, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 80500520702831, Location: 0.07 MI. NORTH OF LA 1192 (Lat: 31.154769, Lng: -92.121700), Route carried "on" structure: State highway 1, Year Built: 1931, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 7,400 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 10,950 (year 2036), Design Load: H 15, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.442, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 52-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 80500520702831, Location: 0.07 MI. NORTH OF LA 1192 (Lat: 31.154769, Lng: -92.121700), Route carried "on" structure: State highway 1, Year Built: 1931, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 7,400 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 10,950 (year 2036), Design Load: H 15, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.442, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 52-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 80500520705641, Location: 0.74 MI. SOUTH OF LA 1194 (Lat: 31.139331, Lng: -92.161600), Route carried "on" structure: State highway 1, Year Built: 1982, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 5,600 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 8,176 (year 2036), Design Load: HS 20, Features Intersected: CHOCTAW BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.942, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 52-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 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: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 80500520705641, Location: 0.74 MI. SOUTH OF LA 1194 (Lat: 31.139331, Lng: -92.161600), Route carried "on" structure: State highway 1, Year Built: 1982, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 5,600 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 8,176 (year 2036), Design Load: HS 20, Features Intersected: CHOCTAW BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.942, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 52-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 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: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 80501450103071, Location: 3.07 MILES SE OF LA 1 (Lat: 31.080450, Lng: -92.184000), Route carried "on" structure: State highway 114, Year Built: 1973, Status: Open, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 2,800 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 4,088 (year 2036), Design Load: HS 20, Features Intersected: BELLDEAU BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.934, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 17, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Serious, Channel: Good, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.4 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 10.82m (35.50ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $923,000, Total Project Cost: $1,384,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 80501450103071, Location: 3.07 MILES SE OF LA 1 (Lat: 31.080450, Lng: -92.184000), Route carried "on" structure: State highway 114, Year Built: 1973, Status: Open, Structure Length: 9.91m (32.51ft), Average Daily Traffic: 2,800 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 4,088 (year 2036), Design Load: HS 20, Features Intersected: BELLDEAU BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.934, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 17, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Serious, Channel: Good, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.4 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 10.82m (35.50ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $923,000, Total Project Cost: $1,384,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 80503700104121, Location: 4.12 MILES SW OF LA 115 (Lat: 31.171781, Lng: -92.195600), Route carried "on" structure: State highway 454, Year Built: 1958, Status: Closed, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 410 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 584 (year 2036), Design Load: H 15, Features Intersected: WIGGINS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.634, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Serious, Channel: Imminent failure, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 80503700104121, Location: 4.12 MILES SW OF LA 115 (Lat: 31.171781, Lng: -92.195600), Route carried "on" structure: State highway 454, Year Built: 1958, Status: Closed, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 410 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 584 (year 2036), Design Load: H 15, Features Intersected: WIGGINS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.634, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Serious, Channel: Imminent failure, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: May 2020, Other Special Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 80531058921131, Location: APPROX. 2 MI. S. OF LA 1 (Lat: 31.097119, Lng: -92.185600), Route carried "on" structure: County highway , Year Built: 1960, Status: Closed, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 40 (year 2020), Average Future Daily Traffic: 44 (year 2040), Design Load: H 10, Features Intersected: DRAINAGE CANAL, Facility Carried by Structure: German Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.136, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 31 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Failed, Superstructure: Failed, Substructure: Failed, Channel: Failed, Operating Rating: 15.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Deck Geometry: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: Febuary 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $92,000, Total Project Cost: $138,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 80531058921131, Location: APPROX. 2 MI. S. OF LA 1 (Lat: 31.097119, Lng: -92.185600), Route carried "on" structure: County highway , Year Built: 1960, Status: Closed, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 40 (year 2020), Average Future Daily Traffic: 44 (year 2040), Design Load: H 10, Features Intersected: DRAINAGE CANAL, Facility Carried by Structure: German Bayou
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.136, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 31 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Failed, Superstructure: Failed, Substructure: Failed, Channel: Failed, Operating Rating: 15.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Deck Geometry: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: Febuary 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $92,000, Total Project Cost: $138,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 80531068920751, Location: 0.67 M. E. OF END LA 1194 (Lat: 31.112850, Lng: -92.125900), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 110 (year 2040), Design Load: HS 20, Features Intersected: BAYOU CHOCTAW, Facility Carried by Structure: Lil California Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.059, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 36.0 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: 27.9 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: April 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 80531068920751, Location: 0.67 M. E. OF END LA 1194 (Lat: 31.112850, Lng: -92.125900), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 110 (year 2040), Design Load: HS 20, Features Intersected: BAYOU CHOCTAW, Facility Carried by Structure: Lil California Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.059, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 36.0 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: 27.9 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: April 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 80531069920691, Location: 1.39 M. E. OF END LA 1194 (Lat: 31.113981, Lng: -92.113900), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 110 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE CANAL, Facility Carried by Structure: Lil California Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.227, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.6 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: 38.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 80531069920691, Location: 1.39 M. E. OF END LA 1194 (Lat: 31.113981, Lng: -92.113900), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 110 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE CANAL, Facility Carried by Structure: Lil California Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.227, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.6 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: 38.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 80531079920951, Location: 0.7 MI. EAST OF LA 1 (Lat: 31.132650, Lng: -92.160400), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 150 (year 2020), Average Future Daily Traffic: 165 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE CANAL, Facility Carried by Structure: Moses Ln
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.935, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 7.1m (23.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.1 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: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 80531079920951, Location: 0.7 MI. EAST OF LA 1 (Lat: 31.132650, Lng: -92.160400), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 150 (year 2020), Average Future Daily Traffic: 165 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE CANAL, Facility Carried by Structure: Moses Ln
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.935, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 7.1m (23.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.1 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: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 80531080920831, Location: APP. 0.2 M S BONNETTE RD. (Lat: 31.133469, Lng: -92.138600), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 60 (year 1974), Average Future Daily Traffic: 87 (year 2036), Design Load: H 10, Features Intersected: CHOCTAW BAYOU, Facility Carried by Structure: Clonel Kelone Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.807, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 30 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 3.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: March 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $107,000, Total Project Cost: $160,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 80531080920831, Location: APP. 0.2 M S BONNETTE RD. (Lat: 31.133469, Lng: -92.138600), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 60 (year 1974), Average Future Daily Traffic: 87 (year 2036), Design Load: H 10, Features Intersected: CHOCTAW BAYOU, Facility Carried by Structure: Clonel Kelone Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.807, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 30 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 3.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: March 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $107,000, Total Project Cost: $160,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 80531081920821, Location: .25 M E OF B. CHOCTAW RD. (Lat: 31.133439, Lng: -92.134400), Route carried "on" structure: County highway , Year Built: 1976, Status: Posted for load, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 10 (year 2020), Average Future Daily Traffic: 11 (year 2040), Design Load: H 10, Features Intersected: BAYOU CHOCTAW TRIB., Facility Carried by Structure: Bonnette Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.082, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 30 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 19.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.41m (7.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2020, Bridge Improvement Cost: $143,000, Total Project Cost: $214,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 80531081920821, Location: .25 M E OF B. CHOCTAW RD. (Lat: 31.133439, Lng: -92.134400), Route carried "on" structure: County highway , Year Built: 1976, Status: Posted for load, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 10 (year 2020), Average Future Daily Traffic: 11 (year 2040), Design Load: H 10, Features Intersected: BAYOU CHOCTAW TRIB., Facility Carried by Structure: Bonnette Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.082, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 30 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 19.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.41m (7.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2020, Bridge Improvement Cost: $143,000, Total Project Cost: $214,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 80531082920911, Location: 1.3 MI. EAST OF LA 1 (Lat: 31.137269, Lng: -92.152400), Route carried "on" structure: County highway , Year Built: 1950, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 90 (year 1974), Average Future Daily Traffic: 131 (year 2036), Design Load: H 20, Features Intersected: CHOCTAW BAYOU, Facility Carried by Structure: Moses Ln
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.976, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 30 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Serious, Channel: Satisfactory, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 3.57m (11.71ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Underwater Inspection Date: April 2018, Other Special Inspection Date: September 2020, Bridge Improvement Cost: $212,000, Total Project Cost: $318,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 80531082920911, Location: 1.3 MI. EAST OF LA 1 (Lat: 31.137269, Lng: -92.152400), Route carried "on" structure: County highway , Year Built: 1950, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 90 (year 1974), Average Future Daily Traffic: 131 (year 2036), Design Load: H 20, Features Intersected: CHOCTAW BAYOU, Facility Carried by Structure: Moses Ln
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.976, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 30 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Serious, Channel: Satisfactory, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 3.57m (11.71ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Underwater Inspection Date: April 2018, Other Special Inspection Date: September 2020, Bridge Improvement Cost: $212,000, Total Project Cost: $318,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 80531085920971, Location: 0.74 MILES NE OF LA 1 (Lat: 31.141069, Lng: -92.165700), Route carried "on" structure: County highway , Year Built: 1921, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 100 (year 1974), Average Future Daily Traffic: 146 (year 2036), Design Load: HS 15, Features Intersected: CHOCTAW BAYOU, Facility Carried by Structure: Cardinal Loop
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.183, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 22.4 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: 17.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.57m (11.71ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Underwater Inspection Date: May 2018, Other Special Inspection Date: March 2020, Bridge Improvement Cost: $212,000, Total Project Cost: $318,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 80531085920971, Location: 0.74 MILES NE OF LA 1 (Lat: 31.141069, Lng: -92.165700), Route carried "on" structure: County highway , Year Built: 1921, Status: Posted for load, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 100 (year 1974), Average Future Daily Traffic: 146 (year 2036), Design Load: HS 15, Features Intersected: CHOCTAW BAYOU, Facility Carried by Structure: Cardinal Loop
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.183, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 22.4 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: 17.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.57m (11.71ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Underwater Inspection Date: May 2018, Other Special Inspection Date: March 2020, Bridge Improvement Cost: $212,000, Total Project Cost: $318,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 80531095921011, Location: 1.5 MI. N OF CARDINAL LP. (Lat: 31.154531, Lng: -92.166300), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 40 (year 1998), Average Future Daily Traffic: 58 (year 2036), Design Load: HS 20, Features Intersected: LAC LONG, Facility Carried by Structure: Clemen Luneau Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.857, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 30 degrees, 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: 7.1m (23.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: Better than 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: April 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 80531095921011, Location: 1.5 MI. N OF CARDINAL LP. (Lat: 31.154531, Lng: -92.166300), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 40 (year 1998), Average Future Daily Traffic: 58 (year 2036), Design Load: HS 20, Features Intersected: LAC LONG, Facility Carried by Structure: Clemen Luneau Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.857, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 30 degrees, 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: 7.1m (23.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: Better than 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2021, Underwater Inspection Date: April 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 80531097921011, Location: 1.3 MI. NORTH OF LA 1 (Lat: 31.162189, Lng: -92.167100), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 150 (year 2020), Average Future Daily Traffic: 165 (year 2040), Design Load: HS 20, Features Intersected: BAYOU CHOCTAW, Facility Carried by Structure: River Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.789, 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: 8, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 30.5 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: 23.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 80531097921011, Location: 1.3 MI. NORTH OF LA 1 (Lat: 31.162189, Lng: -92.167100), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 150 (year 2020), Average Future Daily Traffic: 165 (year 2040), Design Load: HS 20, Features Intersected: BAYOU CHOCTAW, Facility Carried by Structure: River Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.789, 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: 8, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 30.5 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: 23.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete