Bridge Statistics for Claiborne, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 27Number of bridges
- 312ft / 95.4mTotal length
- $9,640,000Total costs
- 173,688Total average daily traffic
- 19,963Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Claiborne
- No street view available for this location
- New bridges - historical statistics
- 41950-1959
- 21960-1969
- 21970-1979
- 21980-1989
- 21990-1999
- 42000-2009
- 32010-2019
- Bridge Condition - Deck
- 13.3%Very good
- 46.7%Good
- 40.0%Satisfactory
- Bridge Condition - Superstructure
- 13.3%Very good
- 46.7%Good
- 26.7%Satisfactory
- 13.3%Fair
- Bridge Condition - Substructure
- 13.3%Very good
- 46.7%Good
- 20.0%Satisfactory
- 13.3%Fair
- 6.7%Poor
- Bridge Condition - Channel
- 11.8%Very good
- 5.9%Good
- 70.6%Satisfactory
- 11.8%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 53700000050179, Location: 9.91 MI E of US 80 (Lat: 32.522319, Lng: -92.253100), Route carried "on" structure: State highway 80, Year Built: 2009, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 3,900 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 2,160 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.823, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.2 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53700000050179, Location: 9.91 MI E of US 80 (Lat: 32.522319, Lng: -92.253100), Route carried "on" structure: State highway 80, Year Built: 2009, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 3,900 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 2,160 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.823, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 28.2 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53700000050248, Location: 2.4 MI E OF LA 15 (Lat: 32.513381, Lng: -92.204539), Route carried "on" structure: US 80, Year Built: 2017, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 6,800 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 34,400 (year 2035), Design Load: HL 93, Features Intersected: STEEP BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.608, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1-09-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: 8.9m (29.2ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53700000050248, Location: 2.4 MI E OF LA 15 (Lat: 32.513381, Lng: -92.204539), Route carried "on" structure: US 80, Year Built: 2017, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 6,800 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 34,400 (year 2035), Design Load: HL 93, Features Intersected: STEEP BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.608, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1-09-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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: 8.9m (29.2ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53700000400006, Location: 1 MILE NORTH OF HWY 80 (Lat: 32.526731, Lng: -92.218100), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 731 (year 1979), Average Future Daily Traffic: 438 (year 2036), Design Load: H 20, Features Intersected: STEEP BAYOU, Facility Carried by Structure: HARRELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 53700000400006, Location: 1 MILE NORTH OF HWY 80 (Lat: 32.526731, Lng: -92.218100), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 731 (year 1979), Average Future Daily Traffic: 438 (year 2036), Design Load: H 20, Features Intersected: STEEP BAYOU, Facility Carried by Structure: HARRELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53700000400452, Location: 1.8 MI N of US 80 E (Lat: 32.555881, Lng: -92.277219), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 300 (year 2004), Average Future Daily Traffic: 180 (year 2036), Design Load: HS 20, Features Intersected: HOGWASH CREEK, Facility Carried by Structure: MATT HAMMONDS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53700000400452, Location: 1.8 MI N of US 80 E (Lat: 32.555881, Lng: -92.277219), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 300 (year 2004), Average Future Daily Traffic: 180 (year 2036), Design Load: HS 20, Features Intersected: HOGWASH CREEK, Facility Carried by Structure: MATT HAMMONDS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 5370000040046, Location: 0.25 MILES SOUTH OF LA 61 (Lat: 32.533089, Lng: -92.178881), Route carried "on" structure: County highway , Year Built: 2011, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,100 (year 2008), Average Future Daily Traffic: 1,860 (year 2036), Design Load: HS 20, Features Intersected: SOUTH TUPAWEK CREEK, Facility Carried by Structure: DEAN CHAPEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.3 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5370000040046, Location: 0.25 MILES SOUTH OF LA 61 (Lat: 32.533089, Lng: -92.178881), Route carried "on" structure: County highway , Year Built: 2011, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 3,100 (year 2008), Average Future Daily Traffic: 1,860 (year 2036), Design Load: HS 20, Features Intersected: SOUTH TUPAWEK CREEK, Facility Carried by Structure: DEAN CHAPEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.3 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53701580108631, Location: 8.63 MI E of LA 34 (Lat: 32.492900, Lng: -92.261300), Route carried "on" structure: State highway 546, Year Built: 2000, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 2,200 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 1,380 (year 2036), Design Load: HS 20, Features Intersected: CHENIERE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.818, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 11, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53701580108631, Location: 8.63 MI E of LA 34 (Lat: 32.492900, Lng: -92.261300), Route carried "on" structure: State highway 546, Year Built: 2000, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 2,200 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 1,380 (year 2036), Design Load: HS 20, Features Intersected: CHENIERE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.818, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 11, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53701580109451, Location: 3.8 MI. N. of LA 838 (Lat: 32.499431, Lng: -92.253700), Route carried "on" structure: State highway 546, Year Built: 2000, Status: Open, Structure Length: 44.81m (147.01ft), Average Daily Traffic: 2,200 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 1,380 (year 2036), Design Load: HS 20, Features Intersected: ICG RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.833, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 21, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 44.81m (147.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $4,395,000, Total Project Cost: $6,592,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53701580109451, Location: 3.8 MI. N. of LA 838 (Lat: 32.499431, Lng: -92.253700), Route carried "on" structure: State highway 546, Year Built: 2000, Status: Open, Structure Length: 44.81m (147.01ft), Average Daily Traffic: 2,200 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 1,380 (year 2036), Design Load: HS 20, Features Intersected: ICG RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.833, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 21, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 44.81m (147.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $4,395,000, Total Project Cost: $6,592,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53703150206901, Location: 5.9 MI NORTH OF LA 616 (Lat: 32.605089, Lng: -92.160100), Route carried "on" structure: State highway 143, Year Built: 1952, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 4,400 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 2,460 (year 2036), Design Load: H 15, Features Intersected: CROSS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.076, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 315-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 27.5 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: 21.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $390,000, Total Project Cost: $585,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 53703150206901, Location: 5.9 MI NORTH OF LA 616 (Lat: 32.605089, Lng: -92.160100), Route carried "on" structure: State highway 143, Year Built: 1952, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 4,400 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 2,460 (year 2036), Design Load: H 15, Features Intersected: CROSS BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.076, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 315-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 27.5 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: 21.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $390,000, Total Project Cost: $585,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53704510608631, Location: 3.6 MI EAST OF US 80 (Lat: 32.510261, Lng: -92.269500), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 3,770 (year 2015), Average Future Daily Traffic: 2,262 (year 2036), Design Load: HS 20, Features Intersected: I-20, Facility Carried by Structure: CAMP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.898, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Other
Structure Number: 53704510608631, Location: 3.6 MI EAST OF US 80 (Lat: 32.510261, Lng: -92.269500), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 3,770 (year 2015), Average Future Daily Traffic: 2,262 (year 2036), Design Load: HS 20, Features Intersected: I-20, Facility Carried by Structure: CAMP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.898, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Other
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Structure Number: 53704510609411, Location: 4.4 MI EAST OF US 80 (Lat: 32.509711, Lng: -92.256300), Route carried "on" structure: Interstate 20, Year Built: 1964, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 34,700 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 22,620 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.142, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 451-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 23.9m (78.4ft)
Condition: Channel: Satisfactory, 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $185,000, Total Project Cost: $277,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53704510609411, Location: 4.4 MI EAST OF US 80 (Lat: 32.509711, Lng: -92.256300), Route carried "on" structure: Interstate 20, Year Built: 1964, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 34,700 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 22,620 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.142, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 451-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 23.9m (78.4ft)
Condition: Channel: Satisfactory, 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $185,000, Total Project Cost: $277,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53704510609412, Location: 4.4 MI EAST OF US 80 (Lat: 32.510261, Lng: -92.255800), Route carried "on" structure: Interstate 20, Year Built: 1964, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 34,700 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 22,620 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.933, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-06-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 33.1m (108.6ft)
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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53704510609412, Location: 4.4 MI EAST OF US 80 (Lat: 32.510261, Lng: -92.255800), Route carried "on" structure: Interstate 20, Year Built: 1964, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 34,700 (year 2016), Truck Traffic: 25%, Average Future Daily Traffic: 22,620 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.933, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-06-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 33.1m (108.6ft)
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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53708371404121, Location: 4.1 MI EAST OF LA 546 (Lat: 32.495050, Lng: -92.242100), Route carried "on" structure: State highway 838, Year Built: 1955, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 270 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 306 (year 2036), Design Load: H 15, Features Intersected: CHENIERE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.634, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.50m (27.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $725,000, Total Project Cost: $1,087,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 53708371404121, Location: 4.1 MI EAST OF LA 546 (Lat: 32.495050, Lng: -92.242100), Route carried "on" structure: State highway 838, Year Built: 1955, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 270 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 306 (year 2036), Design Load: H 15, Features Intersected: CHENIERE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.634, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.50m (27.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $725,000, Total Project Cost: $1,087,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53708371404221, Location: 4.2 MI EAST OF LA 546 (Lat: 32.495061, Lng: -92.240700), Route carried "on" structure: State highway 838, Year Built: 1955, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 270 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 306 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.774, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.77m (22.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $577,000, Total Project Cost: $865,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 53708371404221, Location: 4.2 MI EAST OF LA 546 (Lat: 32.495061, Lng: -92.240700), Route carried "on" structure: State highway 838, Year Built: 1955, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 270 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 306 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.774, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.77m (22.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $577,000, Total Project Cost: $865,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53708371405131, Location: 5.21 MI EAST OF LA 546 (Lat: 32.495319, Lng: -92.225300), Route carried "on" structure: State highway 838, Year Built: 1955, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 270 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 306 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.245, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, 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: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $156,000, Total Project Cost: $234,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 53708371405131, Location: 5.21 MI EAST OF LA 546 (Lat: 32.495319, Lng: -92.225300), Route carried "on" structure: State highway 838, Year Built: 1955, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 270 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 306 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.245, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, 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: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $156,000, Total Project Cost: $234,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53732302921521, Location: AT INT LA HWY 546 (Lat: 32.502239, Lng: -92.253111), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 160 (year 1977), Average Future Daily Traffic: 96 (year 2036), Design Load: HS 20, Features Intersected: N CHENIERE CREEK, Facility Carried by Structure: CAMP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.3 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: 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: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 53732302921521, Location: AT INT LA HWY 546 (Lat: 32.502239, Lng: -92.253111), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 160 (year 1977), Average Future Daily Traffic: 96 (year 2036), Design Load: HS 20, Features Intersected: N CHENIERE CREEK, Facility Carried by Structure: CAMP RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.3 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: 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: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53732308921511, Location: 1 MI S HWY 80 (Lat: 32.513650, Lng: -92.251511), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 275 (year 1979), Average Future Daily Traffic: 165 (year 2036), Design Load: HS 20, Features Intersected: DRAIN INTO CHENIERE CREE, Facility Carried by Structure: MCCORMICK 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: 4, 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: Satisfactory, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: 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: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 53732308921511, Location: 1 MI S HWY 80 (Lat: 32.513650, Lng: -92.251511), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 275 (year 1979), Average Future Daily Traffic: 165 (year 2036), Design Load: HS 20, Features Intersected: DRAIN INTO CHENIERE CREE, Facility Carried by Structure: MCCORMICK 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: 4, 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: Satisfactory, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: 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: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53732314921291, Location: 0.5 MI N of US 80 E (Lat: 32.524561, Lng: -92.214939), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 125 (year 1979), Average Future Daily Traffic: 75 (year 2036), Design Load: HS 20, Features Intersected: STEEP BAYOU, Facility Carried by Structure: AVANT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53732314921291, Location: 0.5 MI N of US 80 E (Lat: 32.524561, Lng: -92.214939), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 125 (year 1979), Average Future Daily Traffic: 75 (year 2036), Design Load: HS 20, Features Intersected: STEEP BAYOU, Facility Carried by Structure: AVANT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53732326921031, Location: 3 MI NW WEST MONROE (Lat: 32.542150, Lng: -92.169619), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 3,947 (year 2016), Average Future Daily Traffic: 180 (year 2036), Design Load: H 15, Features Intersected: N TUPAWEK BAYOU, Facility Carried by Structure: GOOD HOPE 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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 53732326921031, Location: 3 MI NW WEST MONROE (Lat: 32.542150, Lng: -92.169619), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 3,947 (year 2016), Average Future Daily Traffic: 180 (year 2036), Design Load: H 15, Features Intersected: N TUPAWEK BAYOU, Facility Carried by Structure: GOOD HOPE 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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53732340921541, Location: 4 MI N. CHENIERE (Lat: 32.567400, Lng: -92.253511), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 650 (year 1982), Average Future Daily Traffic: 390 (year 2036), Design Load: HS 20, Features Intersected: STROZIER CREEK, Facility Carried by Structure: STROZIER 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: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.4 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: 42.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 53732340921541, Location: 4 MI N. CHENIERE (Lat: 32.567400, Lng: -92.253511), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 650 (year 1982), Average Future Daily Traffic: 390 (year 2036), Design Load: HS 20, Features Intersected: STROZIER CREEK, Facility Carried by Structure: STROZIER 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: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.4 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: 42.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 53701580110121, Location: 3.1 MI W OF WELL RD (Lat: 32.509889, Lng: -92.246419), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 2,300 (year 2015), Features Intersected: LA 546 OVER I-20
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 16.073, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 0.0m
Structure Number: 53701580110121, Location: 3.1 MI W OF WELL RD (Lat: 32.509889, Lng: -92.246419), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 2,300 (year 2015), Features Intersected: LA 546 OVER I-20
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 16.073, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 53701580110121, Location: 3.1 MI W OF WELL RD (Lat: 32.510139, Lng: -92.246061), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 2,300 (year 2015), Features Intersected: LA 546 OVER I-20
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 30.019, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 0.0m
Structure Number: 53701580110121, Location: 3.1 MI W OF WELL RD (Lat: 32.510139, Lng: -92.246061), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 2,300 (year 2015), Features Intersected: LA 546 OVER I-20
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 30.019, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 53704510608631, Location: 1.3 MI W OF CHENIERE (Lat: 32.509839, Lng: -92.269550), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 3,770 (year 2015), Features Intersected: CAMP RD OVER I-20
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 13.906, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 0.0m
Structure Number: 53704510608631, Location: 1.3 MI W OF CHENIERE (Lat: 32.509839, Lng: -92.269550), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 3,770 (year 2015), Features Intersected: CAMP RD OVER I-20
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 13.906, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 53704510608631, Location: 1.3 MI W OF CHENIERE (Lat: 32.510211, Lng: -92.269400), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 3,770 (year 2015), Features Intersected: CAMP RD OVER I-20
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 32.217, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 0.0m
Structure Number: 53704510608631, Location: 1.3 MI W OF CHENIERE (Lat: 32.510211, Lng: -92.269400), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 3,770 (year 2015), Features Intersected: CAMP RD OVER I-20
Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 32.217, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 53704510611901, Location: 1.2 MI W OF WELL RD (Lat: 32.509911, Lng: -92.213700), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 5,890 (year 2015), Features Intersected: VANCIL RD OVER I-20
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 19.146, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 0.0m
Structure Number: 53704510611901, Location: 1.2 MI W OF WELL RD (Lat: 32.509911, Lng: -92.213700), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 5,890 (year 2015), Features Intersected: VANCIL RD OVER I-20
Minimum Vertical Clearance: 5.30m (17.39ft), Kilometerpoint: 19.146, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 53704510611901, Location: 1.2 MI W OF WELL RD (Lat: 32.510161, Lng: -92.213600), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 5,890 (year 2015), Features Intersected: VANCIL RD OVER I-20
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 26.969, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 0.0m
Structure Number: 53704510611901, Location: 1.2 MI W OF WELL RD (Lat: 32.510161, Lng: -92.213600), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 5,890 (year 2015), Features Intersected: VANCIL RD OVER I-20
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 26.969, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 53704510613171, Location: 3.1 MI E OF CHENIERE (Lat: 32.510831, Lng: -92.192000), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 23,500 (year 2015), Features Intersected: WELL RD OVER I-20
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 21.189, Lanes on structure: 3, Lanes under structure: 2, Length of Maximum Span: 0.0m
Structure Number: 53704510613171, Location: 3.1 MI E OF CHENIERE (Lat: 32.510831, Lng: -92.192000), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 23,500 (year 2015), Features Intersected: WELL RD OVER I-20
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 21.189, Lanes on structure: 3, Lanes under structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 53704510613171, Location: 3.1 MI E OF CHENIERE (Lat: 32.511089, Lng: -92.191889), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 23,500 (year 2015), Features Intersected: WELL RD OVER I-20
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 24.924, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 0.0m
Structure Number: 53704510613171, Location: 3.1 MI E OF CHENIERE (Lat: 32.511089, Lng: -92.191889), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 23,500 (year 2015), Features Intersected: WELL RD OVER I-20
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 24.924, Lanes on structure: 2, Lanes under structure: 2, Length of Maximum Span: 0.0m