Bridge Statistics for Lydia, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 52ft / 15.5mTotal length
- $560,000Total costs
- 13,485Total average daily traffic
- 1,233Total average daily truck traffic
- 7,804Total future (year 2024) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Lydia
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 31950-1959
- 41970-1979
- 11980-1989
- 11990-1999
- 12010-2019
- Bridge Condition - Deck
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Superstructure
- 37.5%Good
- 62.5%Satisfactory
- Bridge Condition - Substructure
- 37.5%Good
- 12.5%Satisfactory
- 12.5%Fair
- 37.5%Poor
- Bridge Condition - Channel
- 45.5%Very good
- 45.5%Good
- 9.1%Satisfactory
- Bridge Condition - Culverts
- 33.3%Good
- 66.7%Satisfactory
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Structure Number: 32300000030496, Location: 2.0 MI. E. OF LA 83 (Lat: 29.895581, Lng: -91.756689), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 16 (year 2020), Average Future Daily Traffic: 190 (year 2024), Design Load: Greater than HL93, Features Intersected: WEEKS CANAL, Facility Carried by Structure: JOHN LEWIS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.669, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Skew: 3 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: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 50.2 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: 38.6 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 32300000030496, Location: 2.0 MI. E. OF LA 83 (Lat: 29.895581, Lng: -91.756689), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 16 (year 2020), Average Future Daily Traffic: 190 (year 2024), Design Load: Greater than HL93, Features Intersected: WEEKS CANAL, Facility Carried by Structure: JOHN LEWIS RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.669, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Skew: 3 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: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 50.2 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: 38.6 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 32302360105161, Location: 2.2 MI NORTH OF LA 85 (Lat: 29.924661, Lng: -91.820100), Route carried "on" structure: State highway 83, Year Built: 1955, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 4,300 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 2,460 (year 2036), Design Load: H 15, Features Intersected: PEEBLES B DUBOIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.277, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.2m (53.1ft)
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, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32302360105161, Location: 2.2 MI NORTH OF LA 85 (Lat: 29.924661, Lng: -91.820100), Route carried "on" structure: State highway 83, Year Built: 1955, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 4,300 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 2,460 (year 2036), Design Load: H 15, Features Intersected: PEEBLES B DUBOIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.277, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.2m (53.1ft)
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, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32302360106211, Location: 1.1 MI NORTH OF LA 85 (Lat: 29.922650, Lng: -91.803300), Route carried "on" structure: State highway 83, Year Built: 1955, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 4,300 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 2,460 (year 2036), Design Load: H 15, Features Intersected: JACK COULEE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.971, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 9.1m (29.9ft), Out-to-Out Width: 11.6m (38.1ft)
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, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32302360106211, Location: 1.1 MI NORTH OF LA 85 (Lat: 29.922650, Lng: -91.803300), Route carried "on" structure: State highway 83, Year Built: 1955, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 4,300 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 2,460 (year 2036), Design Load: H 15, Features Intersected: JACK COULEE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.971, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 9.1m (29.9ft), Out-to-Out Width: 11.6m (38.1ft)
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, 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32302360202041, Location: 2.0 MI EAST OF LA 83 (Lat: 29.913689, Lng: -91.750731), Route carried "on" structure: State highway 85, Year Built: 1945, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 737 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 810 (year 2040), Design Load: H 10, Features Intersected: PATOUT CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.261, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Very good, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $161,000, Total Project Cost: $241,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 32302360202041, Location: 2.0 MI EAST OF LA 83 (Lat: 29.913689, Lng: -91.750731), Route carried "on" structure: State highway 85, Year Built: 1945, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 737 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 810 (year 2040), Design Load: H 10, Features Intersected: PATOUT CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.261, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Very good, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $161,000, Total Project Cost: $241,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32302400305941, Location: 8.18 MI NORTH OF LA 319 (Lat: 29.886931, Lng: -91.784300), Route carried "on" structure: State highway 83, Year Built: 1951, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 2,800 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 1,680 (year 2036), Design Load: H 15, Features Intersected: BAYOU BLUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.473, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: June 2018, Bridge Improvement Cost: $213,000, Total Project Cost: $319,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 32302400305941, Location: 8.18 MI NORTH OF LA 319 (Lat: 29.886931, Lng: -91.784300), Route carried "on" structure: State highway 83, Year Built: 1951, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 2,800 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 1,680 (year 2036), Design Load: H 15, Features Intersected: BAYOU BLUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.473, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: June 2018, Bridge Improvement Cost: $213,000, Total Project Cost: $319,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32329543914901, Location: 1.4 Mi. S. of La 83 (Lat: 29.904939, Lng: -91.817361), Route carried "on" structure: County highway , Year Built: 1974, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 21 (year 2020), Average Future Daily Traffic: 30 (year 2036), Design Load: HS 20, Features Intersected: Coulee, Facility Carried by Structure: Gall Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 20.4 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: 15.9 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32329543914901, Location: 1.4 Mi. S. of La 83 (Lat: 29.904939, Lng: -91.817361), Route carried "on" structure: County highway , Year Built: 1974, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 21 (year 2020), Average Future Daily Traffic: 30 (year 2036), Design Load: HS 20, Features Intersected: Coulee, Facility Carried by Structure: Gall Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 20.4 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: 15.9 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32329544914681, Location: 0.3 Mi. E. of La 83 (Lat: 29.906300, Lng: -91.778611), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 422 (year 2020), Average Future Daily Traffic: 54 (year 2036), Design Load: HS 20, Features Intersected: Little Valley Bayou, Facility Carried by Structure: John Lewis Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Good, Operating Rating: 35.6 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: 27.5 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: Meets minimum limits, 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 32329544914681, Location: 0.3 Mi. E. of La 83 (Lat: 29.906300, Lng: -91.778611), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 422 (year 2020), Average Future Daily Traffic: 54 (year 2036), Design Load: HS 20, Features Intersected: Little Valley Bayou, Facility Carried by Structure: John Lewis Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Good, Operating Rating: 35.6 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: 27.5 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: Meets minimum limits, 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32329560914751, Location: 1.1 Mi. South of US 90 (Lat: 29.933650, Lng: -91.790239), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 565 (year 2020), Average Future Daily Traffic: 66 (year 2036), Design Load: HS 20, Features Intersected: Bodin Coulee, Facility Carried by Structure: S. Nico Town Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 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: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32329560914751, Location: 1.1 Mi. South of US 90 (Lat: 29.933650, Lng: -91.790239), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 565 (year 2020), Average Future Daily Traffic: 66 (year 2036), Design Load: HS 20, Features Intersected: Bodin Coulee, Facility Carried by Structure: S. Nico Town Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 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: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32329562914901, Location: 0.2 Mi. E. of La 83 (Lat: 29.938150, Lng: -91.817319), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 180 (year 2020), Average Future Daily Traffic: 18 (year 2036), Design Load: HS 20, Features Intersected: Peebles Coulee, Facility Carried by Structure: Coulee Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 19.8 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: 15.2 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 32329562914901, Location: 0.2 Mi. E. of La 83 (Lat: 29.938150, Lng: -91.817319), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 180 (year 2020), Average Future Daily Traffic: 18 (year 2036), Design Load: HS 20, Features Intersected: Peebles Coulee, Facility Carried by Structure: Coulee Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 19.8 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: 15.2 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32329563914811, Location: 1.3 Mi. E. of La 83 (Lat: 29.940031, Lng: -91.802311), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 66 (year 2020), Average Future Daily Traffic: 18 (year 2036), Design Load: HS 20, Features Intersected: Jacks Coulee, Facility Carried by Structure: Coulee Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 32329563914811, Location: 1.3 Mi. E. of La 83 (Lat: 29.940031, Lng: -91.802311), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 66 (year 2020), Average Future Daily Traffic: 18 (year 2036), Design Load: HS 20, Features Intersected: Jacks Coulee, Facility Carried by Structure: Coulee Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 32329564914871, Location: 0.7 Mi. E. of La 83 (Lat: 29.941550, Lng: -91.812111), Route carried "on" structure: County highway , Year Built: 1972, Year Reconstructed: 2017, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 78 (year 2020), Average Future Daily Traffic: 18 (year 2036), Design Load: HS 20, Features Intersected: Peebles Coulee, Facility Carried by Structure: Coulee Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 18.8 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: 14.6 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 32329564914871, Location: 0.7 Mi. E. of La 83 (Lat: 29.941550, Lng: -91.812111), Route carried "on" structure: County highway , Year Built: 1972, Year Reconstructed: 2017, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 78 (year 2020), Average Future Daily Traffic: 18 (year 2036), Design Load: HS 20, Features Intersected: Peebles Coulee, Facility Carried by Structure: Coulee Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 18.8 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: 14.6 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous