Bridge Statistics for Delhi, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 41Number of bridges
- 469ft / 143mTotal length
- $5,967,000Total costs
- 286,355Total average daily traffic
- 60,095Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Delhi
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 31950-1959
- 151970-1979
- 11980-1989
- 41990-1999
- 72000-2009
- 12010-2019
- Bridge Condition - Deck
- 30.0%Good
- 65.0%Satisfactory
- 5.0%Serious
- Bridge Condition - Superstructure
- 25.0%Good
- 70.0%Satisfactory
- 5.0%Fair
- Bridge Condition - Substructure
- 15.0%Very good
- 30.0%Good
- 40.0%Satisfactory
- 10.0%Fair
- 5.0%Poor
- Bridge Condition - Channel
- 10.3%Very good
- 3.4%Good
- 75.9%Satisfactory
- 6.9%Fair
- 3.4%Poor
- Bridge Condition - Culverts
- 7.7%Very good
- 38.5%Good
- 46.2%Satisfactory
- 7.7%Fair
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Structure Number: 53300020400001, Location: .7 MI EAST OF LA 17 (Lat: 32.458011, Lng: -91.476900), Route carried "on" structure: US 80, Year Built: 1955, Status: Posted for load, Structure Length: 12.89m (42.29ft), Average Daily Traffic: 1,500 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 2,958 (year 2036), Design Load: HS 20, Features Intersected: BAYOU MACON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.013, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 15.2 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: 12.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of replacement, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 13.81m (45.31ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Underwater Inspection Date: Febuary 2018, Other Special Inspection Date: May 2020, Bridge Improvement Cost: $1,177,000, Total Project Cost: $1,765,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53300020400001, Location: .7 MI EAST OF LA 17 (Lat: 32.458011, Lng: -91.476900), Route carried "on" structure: US 80, Year Built: 1955, Status: Posted for load, Structure Length: 12.89m (42.29ft), Average Daily Traffic: 1,500 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 2,958 (year 2036), Design Load: HS 20, Features Intersected: BAYOU MACON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.013, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Serious, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 15.2 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: 12.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of replacement, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 13.81m (45.31ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Underwater Inspection Date: Febuary 2018, Other Special Inspection Date: May 2020, Bridge Improvement Cost: $1,177,000, Total Project Cost: $1,765,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53300020401101, Location: 1.8 MI EAST OF LA 17 (Lat: 32.455581, Lng: -91.458200), Route carried "on" structure: US 80, Year Built: 1955, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 1,500 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 2,958 (year 2036), Design Load: HS 20, Features Intersected: COW BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.790, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 10, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53300020401101, Location: 1.8 MI EAST OF LA 17 (Lat: 32.455581, Lng: -91.458200), Route carried "on" structure: US 80, Year Built: 1955, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 1,500 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 2,958 (year 2036), Design Load: HS 20, Features Intersected: COW BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.790, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 10, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53301640214411, Location: LA 577 OVER I-20 (Lat: 32.431050, Lng: -91.419200), Route carried "on" structure: State highway 577, Year Built: 1971, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 220 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 374 (year 2036), Design Load: HS 20, Features Intersected: LA 577 OVER I-20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.018, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53301640214411, Location: LA 577 OVER I-20 (Lat: 32.431050, Lng: -91.419200), Route carried "on" structure: State highway 577, Year Built: 1971, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 220 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 374 (year 2036), Design Load: HS 20, Features Intersected: LA 577 OVER I-20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.018, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53304510800002, Location: 3.0 MI WEST OF LA 577 (Lat: 32.439261, Lng: -91.470419), Route carried "on" structure: Interstate 20, Year Built: 1971, Status: Open, Structure Length: 17.74m (58.20ft), Average Daily Traffic: 11,100 (year 2016), Truck Traffic: 37%, Average Future Daily Traffic: 22,644 (year 2036), Design Load: HS 20, Features Intersected: BAYOU MACON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.885, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-08-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53304510800002, Location: 3.0 MI WEST OF LA 577 (Lat: 32.439261, Lng: -91.470419), Route carried "on" structure: Interstate 20, Year Built: 1971, Status: Open, Structure Length: 17.74m (58.20ft), Average Daily Traffic: 11,100 (year 2016), Truck Traffic: 37%, Average Future Daily Traffic: 22,644 (year 2036), Design Load: HS 20, Features Intersected: BAYOU MACON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.885, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-08-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater 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: 53304510800261, Location: 2.8 MI WEST OF LA 577 (Lat: 32.438689, Lng: -91.468100), Route carried "on" structure: Interstate 20, Year Built: 1971, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 11,100 (year 2016), Truck Traffic: 37%, Average Future Daily Traffic: 22,644 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.407, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.8 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $275,000, Total Project Cost: $412,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53304510800261, Location: 2.8 MI WEST OF LA 577 (Lat: 32.438689, Lng: -91.468100), Route carried "on" structure: Interstate 20, Year Built: 1971, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 11,100 (year 2016), Truck Traffic: 37%, Average Future Daily Traffic: 22,644 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.407, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.8 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $275,000, Total Project Cost: $412,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53304510800262, Location: 2.8 MI WEST OF LA 577 (Lat: 32.438889, Lng: -91.467900), Route carried "on" structure: Interstate 20, Year Built: 1971, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 11,100 (year 2016), Truck Traffic: 37%, Average Future Daily Traffic: 22,644 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.640, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-08-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.8 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $275,000, Total Project Cost: $412,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53304510800262, Location: 2.8 MI WEST OF LA 577 (Lat: 32.438889, Lng: -91.467900), Route carried "on" structure: Interstate 20, Year Built: 1971, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 11,100 (year 2016), Truck Traffic: 37%, Average Future Daily Traffic: 22,644 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.640, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-08-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 30.8 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $275,000, Total Project Cost: $412,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53304510800263, Location: 2.8 MI WEST OF LA 577 (Lat: 32.438461, Lng: -91.468150), Route carried "on" structure: ServiceInterstate 20, Year Built: 1971, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 2,220 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 3,774 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.089, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $202,000, Total Project Cost: $303,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53304510800263, Location: 2.8 MI WEST OF LA 577 (Lat: 32.438461, Lng: -91.468150), Route carried "on" structure: ServiceInterstate 20, Year Built: 1971, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 2,220 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 3,774 (year 2036), Design Load: HS 20, Features Intersected: DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.089, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $202,000, Total Project Cost: $303,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53304510800861, Location: 2.2 MI WEST OF LA 577 (Lat: 32.437631, Lng: -91.457869), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 8.26m (27.10ft), Average Daily Traffic: 22,200 (year 2016), Truck Traffic: 37%, Average Future Daily Traffic: 37,740 (year 2036), Design Load: HS 20, Features Intersected: I-20, Facility Carried by Structure: BROWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.381, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.17m (30.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $782,000, Total Project Cost: $1,173,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53304510800861, Location: 2.2 MI WEST OF LA 577 (Lat: 32.437631, Lng: -91.457869), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 8.26m (27.10ft), Average Daily Traffic: 22,200 (year 2016), Truck Traffic: 37%, Average Future Daily Traffic: 37,740 (year 2036), Design Load: HS 20, Features Intersected: I-20, Facility Carried by Structure: BROWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.381, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.17m (30.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $782,000, Total Project Cost: $1,173,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53304510801771, Location: 1.3 MI WEST OF LA 577 (Lat: 32.434939, Lng: -91.443200), Route carried "on" structure: Interstate 20, Year Built: 1971, Status: Open, Structure Length: 14.69m (48.20ft), Average Daily Traffic: 11,100 (year 2016), Truck Traffic: 37%, Average Future Daily Traffic: 22,644 (year 2036), Design Load: HS 20, Features Intersected: JOE'S BAYOU LAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.783, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53304510801771, Location: 1.3 MI WEST OF LA 577 (Lat: 32.434939, Lng: -91.443200), Route carried "on" structure: Interstate 20, Year Built: 1971, Status: Open, Structure Length: 14.69m (48.20ft), Average Daily Traffic: 11,100 (year 2016), Truck Traffic: 37%, Average Future Daily Traffic: 22,644 (year 2036), Design Load: HS 20, Features Intersected: JOE'S BAYOU LAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.783, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53304510801772, Location: 1.3 MI WEST OF LA 577 (Lat: 32.434981, Lng: -91.441900), Route carried "on" structure: Interstate 20, Year Built: 1971, Status: Open, Structure Length: 14.69m (48.20ft), Average Daily Traffic: 11,100 (year 2016), Truck Traffic: 37%, Average Future Daily Traffic: 22,644 (year 2036), Design Load: HS 20, Features Intersected: JOE'S BAYOU LAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.157, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-08-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 53304510801772, Location: 1.3 MI WEST OF LA 577 (Lat: 32.434981, Lng: -91.441900), Route carried "on" structure: Interstate 20, Year Built: 1971, Status: Open, Structure Length: 14.69m (48.20ft), Average Daily Traffic: 11,100 (year 2016), Truck Traffic: 37%, Average Future Daily Traffic: 22,644 (year 2036), Design Load: HS 20, Features Intersected: JOE'S BAYOU LAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.157, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-08-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: 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, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 53304510803031, Location: .3 MI EAST OF LA 577 (Lat: 32.431639, Lng: -91.421300), Route carried "on" structure: Interstate 20, Year Built: 1971, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 22,200 (year 2016), Truck Traffic: 37%, Average Future Daily Traffic: 37,740 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.878, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 451-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.2m (3.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 56.0m (183.7ft)
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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53304510803031, Location: .3 MI EAST OF LA 577 (Lat: 32.431639, Lng: -91.421300), Route carried "on" structure: Interstate 20, Year Built: 1971, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 22,200 (year 2016), Truck Traffic: 37%, Average Future Daily Traffic: 37,740 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.878, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 451-08-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.2m (3.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 56.0m (183.7ft)
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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53304510803034, Location: .3 MI EAST OF LA 577 (Lat: 32.432369, Lng: -91.421700), Route carried "on" structure: Ramp Interstate 20, Year Built: 1971, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,220 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 3,774 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.554, Lanes on structure: 1, Owner: State 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: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53304510803034, Location: .3 MI EAST OF LA 577 (Lat: 32.432369, Lng: -91.421700), Route carried "on" structure: Ramp Interstate 20, Year Built: 1971, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,220 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 3,774 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.554, Lanes on structure: 1, Owner: State 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: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 53332268912771, Location: 0.7 MI S of US 80 (Lat: 32.446400, Lng: -91.460169), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 130 (year 1979), Average Future Daily Traffic: 221 (year 2036), Design Load: HS 20, Features Intersected: COW BAYOU, Facility Carried by Structure: COW BAYOU RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 29.2 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: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 53332268912771, Location: 0.7 MI S of US 80 (Lat: 32.446400, Lng: -91.460169), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 130 (year 1979), Average Future Daily Traffic: 221 (year 2036), Design Load: HS 20, Features Intersected: COW BAYOU, Facility Carried by Structure: COW BAYOU RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 29.2 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: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, 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: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 54200000050263, Location: 0.4 MI EAST OF LA 17 ON P (Lat: 32.487361, Lng: -91.489339), Route carried "on" structure: State lands road , Year Built: 1999, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 300 (year 1999), Truck Traffic: 19%, Average Future Daily Traffic: 180 (year 2036), Design Load: HS 20, Features Intersected: POVERTY POINT RESERVOIR, Facility Carried by Structure: STATEPRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 54.4 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: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 54200000050263, Location: 0.4 MI EAST OF LA 17 ON P (Lat: 32.487361, Lng: -91.489339), Route carried "on" structure: State lands road , Year Built: 1999, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 300 (year 1999), Truck Traffic: 19%, Average Future Daily Traffic: 180 (year 2036), Design Load: HS 20, Features Intersected: POVERTY POINT RESERVOIR, Facility Carried by Structure: STATEPRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 54.4 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: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54200000700545, Location: 1.3 MI N of LA 132 (Lat: 32.409219, Lng: -91.530831), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 150 (year 2016), Average Future Daily Traffic: 90 (year 2036), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: COLLEGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 54200000700545, Location: 1.3 MI N of LA 132 (Lat: 32.409219, Lng: -91.530831), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 150 (year 2016), Average Future Daily Traffic: 90 (year 2036), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: COLLEGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 54200020315321, Location: 2.0 MI EAST OF LA 609 (Lat: 32.461211, Lng: -91.545700), Route carried "on" structure: US 80, Year Built: 1930, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,600 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 2,460 (year 2036), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.899, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 30.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $114,000, Total Project Cost: $171,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 54200020315321, Location: 2.0 MI EAST OF LA 609 (Lat: 32.461211, Lng: -91.545700), Route carried "on" structure: US 80, Year Built: 1930, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,600 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 2,460 (year 2036), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.899, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 30.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $114,000, Total Project Cost: $171,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 54200020316621, Location: 3.3 MI EAST OF LA 609 (Lat: 32.459500, Lng: -91.523900), Route carried "on" structure: US 80, Year Built: 1953, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,600 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 2,460 (year 2036), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.952, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 16.8m (55.1ft)
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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $114,000, Total Project Cost: $171,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 54200020316621, Location: 3.3 MI EAST OF LA 609 (Lat: 32.459500, Lng: -91.523900), Route carried "on" structure: US 80, Year Built: 1953, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,600 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 2,460 (year 2036), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.952, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 16.8m (55.1ft)
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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $114,000, Total Project Cost: $171,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 54200020317111, Location: 3.8 MI EAST OF LA 609 (Lat: 32.458839, Lng: -91.515600), Route carried "on" structure: US 80, Year Built: 1930, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,600 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 2,460 (year 2036), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.742, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 15.9m (52.2ft)
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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $114,000, Total Project Cost: $171,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 54200020317111, Location: 3.8 MI EAST OF LA 609 (Lat: 32.458839, Lng: -91.515600), Route carried "on" structure: US 80, Year Built: 1930, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,600 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 2,460 (year 2036), Design Load: H 15, Features Intersected: DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.742, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 15.9m (52.2ft)
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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $114,000, Total Project Cost: $171,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 54200510501781, Location: .28 MI NORTH OF LA 854 (Lat: 32.483269, Lng: -91.495100), Route carried "on" structure: State highway 17, Year Built: 2000, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 3,700 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 2,040 (year 2036), Design Load: HS 20, Features Intersected: RESERVOIR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.939, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 51-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 54200510501781, Location: .28 MI NORTH OF LA 854 (Lat: 32.483269, Lng: -91.495100), Route carried "on" structure: State highway 17, Year Built: 2000, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 3,700 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 2,040 (year 2036), Design Load: HS 20, Features Intersected: RESERVOIR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.939, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 51-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54204510724131, Location: 3.2 MI EAST OF LA 609 (Lat: 32.444961, Lng: -91.527000), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 2,390 (year 2015), Average Future Daily Traffic: 1,434 (year 2036), Design Load: HS 20, Features Intersected: I-20, Facility Carried by Structure: SECTION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.730, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 451-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.08m (29.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $774,000, Total Project Cost: $1,161,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 54204510724131, Location: 3.2 MI EAST OF LA 609 (Lat: 32.444961, Lng: -91.527000), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 2,390 (year 2015), Average Future Daily Traffic: 1,434 (year 2036), Design Load: HS 20, Features Intersected: I-20, Facility Carried by Structure: SECTION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.730, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 451-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.08m (29.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $774,000, Total Project Cost: $1,161,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54204510724381, Location: 3.4 MI EAST OF LA 609 (Lat: 32.445111, Lng: -91.522900), Route carried "on" structure: Interstate 20, Year Built: 1970, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 13,250 (year 2016), Truck Traffic: 37%, Average Future Daily Traffic: 8,604 (year 2036), Design Load: HS 20, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.125, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 54204510724381, Location: 3.4 MI EAST OF LA 609 (Lat: 32.445111, Lng: -91.522900), Route carried "on" structure: Interstate 20, Year Built: 1970, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 13,250 (year 2016), Truck Traffic: 37%, Average Future Daily Traffic: 8,604 (year 2036), Design Load: HS 20, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.125, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54204510724382, Location: 3.4 MI EAST OF LA 609 (Lat: 32.445339, Lng: -91.522400), Route carried "on" structure: Interstate 20, Year Built: 1970, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 13,250 (year 2016), Truck Traffic: 37%, Average Future Daily Traffic: 8,604 (year 2036), Design Load: HS 20, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.762, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-07-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 54204510724382, Location: 3.4 MI EAST OF LA 609 (Lat: 32.445339, Lng: -91.522400), Route carried "on" structure: Interstate 20, Year Built: 1970, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 13,250 (year 2016), Truck Traffic: 37%, Average Future Daily Traffic: 8,604 (year 2036), Design Load: HS 20, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.762, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 451-07-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54204510726061, Location: I-20 OVER LA 17 (Lat: 32.442931, Lng: -91.494300), Route carried "on" structure: Interstate 20, Year Built: 1970, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 13,250 (year 2016), Truck Traffic: 37%, Average Future Daily Traffic: 8,604 (year 2036), Design Load: HS 20, Features Intersected: I-20 OVER LA 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.837, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 451-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.2 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: 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 54204510726061, Location: I-20 OVER LA 17 (Lat: 32.442931, Lng: -91.494300), Route carried "on" structure: Interstate 20, Year Built: 1970, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 13,250 (year 2016), Truck Traffic: 37%, Average Future Daily Traffic: 8,604 (year 2036), Design Load: HS 20, Features Intersected: I-20 OVER LA 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.837, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 451-07-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 51.2 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: 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54204510726062, Location: I-20 OVER LA 17 (Lat: 32.443011, Lng: -91.493400), Route carried "on" structure: Interstate 20, Year Built: 1970, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 13,250 (year 2016), Truck Traffic: 37%, Average Future Daily Traffic: 8,604 (year 2036), Design Load: HS 20, Features Intersected: I-20 OVER LA 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.017, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 451-07-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 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: 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 54204510726062, Location: I-20 OVER LA 17 (Lat: 32.443011, Lng: -91.493400), Route carried "on" structure: Interstate 20, Year Built: 1970, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 13,250 (year 2016), Truck Traffic: 37%, Average Future Daily Traffic: 8,604 (year 2036), Design Load: HS 20, Features Intersected: I-20 OVER LA 17
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.017, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 451-07-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 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: 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54208420407761, Location: 7.7 MI EAST OF LA 183 (Lat: 32.479519, Lng: -91.523200), Route carried "on" structure: State highway 854, Year Built: 2002, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 560 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 354 (year 2036), Design Load: HS 20, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.347, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), 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: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Poor, Operating Rating: 39.9 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: 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: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 54208420407761, Location: 7.7 MI EAST OF LA 183 (Lat: 32.479519, Lng: -91.523200), Route carried "on" structure: State highway 854, Year Built: 2002, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 560 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 354 (year 2036), Design Load: HS 20, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.347, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), 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: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Poor, Operating Rating: 39.9 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: 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: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 54232251913141, Location: 2.1 MI W of LA 17 (Lat: 32.420311, Lng: -91.526011), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 300 (year 2001), Average Future Daily Traffic: 180 (year 2036), Design Load: HS 20, Features Intersected: TURKEY CREEK, Facility Carried by Structure: FERGUSON 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: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 25.6 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: 19.8 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: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 54232251913141, Location: 2.1 MI W of LA 17 (Lat: 32.420311, Lng: -91.526011), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 300 (year 2001), Average Future Daily Traffic: 180 (year 2036), Design Load: HS 20, Features Intersected: TURKEY CREEK, Facility Carried by Structure: FERGUSON 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: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 25.6 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: 19.8 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: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 54232251913281, Location: LOGMI 8.97 FR 1DE TO (Lat: 32.420389, Lng: -91.548311), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 100 (year 1974), Average Future Daily Traffic: 60 (year 2036), Design Load: HS 20, Features Intersected: ASH SLOUGH, Facility Carried by Structure: FERGUSON 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: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 74.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: June 2021
Structure Number: 54232251913281, Location: LOGMI 8.97 FR 1DE TO (Lat: 32.420389, Lng: -91.548311), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 100 (year 1974), Average Future Daily Traffic: 60 (year 2036), Design Load: HS 20, Features Intersected: ASH SLOUGH, Facility Carried by Structure: FERGUSON 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: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 74.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: June 2021
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Structure Number: 54232260913111, Location: 1.3 MI W of LA 17 (Lat: 32.435019, Lng: -91.518131), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 80 (year 1979), Average Future Daily Traffic: 48 (year 2036), Design Load: HS 20, Features Intersected: TURKEY CREEK, Facility Carried by Structure: COOK 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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 29.8 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: 23.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 54232260913111, Location: 1.3 MI W of LA 17 (Lat: 32.435019, Lng: -91.518131), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 80 (year 1979), Average Future Daily Traffic: 48 (year 2036), Design Load: HS 20, Features Intersected: TURKEY CREEK, Facility Carried by Structure: COOK 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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 29.8 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: 23.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 54232264913121, Location: 2.2 MI W of LA 17 (Lat: 32.442150, Lng: -91.522869), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 300 (year 2016), Average Future Daily Traffic: 180 (year 2036), Design Load: HS 20, Features Intersected: TURKEY CREEK, Facility Carried by Structure: SNIDER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 0.9m (3.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $152,000, Total Project Cost: $228,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 54232264913121, Location: 2.2 MI W of LA 17 (Lat: 32.442150, Lng: -91.522869), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 300 (year 2016), Average Future Daily Traffic: 180 (year 2036), Design Load: HS 20, Features Intersected: TURKEY CREEK, Facility Carried by Structure: SNIDER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 0.9m (3.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $152,000, Total Project Cost: $228,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 54232280913231, Location: 0.5 MI NW of US 80 (Lat: 32.467650, Lng: -91.536339), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 25 (year 2016), Average Future Daily Traffic: 15 (year 2036), Design Load: HS 20, Features Intersected: TURKEY CREEK, Facility Carried by Structure: LEGGINS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 31.1 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: 24.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 54232280913231, Location: 0.5 MI NW of US 80 (Lat: 32.467650, Lng: -91.536339), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 25 (year 2016), Average Future Daily Traffic: 15 (year 2036), Design Load: HS 20, Features Intersected: TURKEY CREEK, Facility Carried by Structure: LEGGINS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 31.1 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: 24.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 54232305913121, Location: 1.7 MI W of LA 17 (Lat: 32.508389, Lng: -91.518661), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 350 (year 2016), Average Future Daily Traffic: 210 (year 2036), Design Load: HS 20, Features Intersected: TURKEY CREEK, Facility Carried by Structure: COLLINS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 29.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 54232305913121, Location: 1.7 MI W of LA 17 (Lat: 32.508389, Lng: -91.518661), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 350 (year 2016), Average Future Daily Traffic: 210 (year 2036), Design Load: HS 20, Features Intersected: TURKEY CREEK, Facility Carried by Structure: COLLINS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 29.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 582100000700547, Location: .38 MILES WEST OF ELLA RO (Lat: 32.405519, Lng: -91.539000), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.98m (3.22ft), Design Load: HS 20, Features Intersected: TURKEY CREEK, Facility Carried by Structure: Parish Line Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 29.5 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: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 582100000700547, Location: .38 MILES WEST OF ELLA RO (Lat: 32.405519, Lng: -91.539000), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.98m (3.22ft), Design Load: HS 20, Features Intersected: TURKEY CREEK, Facility Carried by Structure: Parish Line Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 29.5 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: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 582132242913231, Location: LOGMI 2.81 FR 280 TO ODE (Lat: 32.405489, Lng: -91.539711), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 70 (year 1986), Average Future Daily Traffic: 61 (year 2036), Design Load: HS 20, Features Intersected: TURKEY CREEK, Facility Carried by Structure: Parish Line Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 582132242913231, Location: LOGMI 2.81 FR 280 TO ODE (Lat: 32.405489, Lng: -91.539711), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 70 (year 1986), Average Future Daily Traffic: 61 (year 2036), Design Load: HS 20, Features Intersected: TURKEY CREEK, Facility Carried by Structure: Parish Line Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 53304510800861, Location: .77 MI E OF RICHLAND PL (Lat: 32.437400, Lng: -91.457881), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 22,200 (year 2015), Features Intersected: BROWN RD OVER I-20
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 51.687, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 53304510800861, Location: .77 MI E OF RICHLAND PL (Lat: 32.437400, Lng: -91.457881), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 22,200 (year 2015), Features Intersected: BROWN RD OVER I-20
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 51.687, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 53304510800861, Location: .77 MI E OF RICHLAND PL (Lat: 32.437161, Lng: -91.458000), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 22,200 (year 2015), Features Intersected: BROWN RD OVER I-20
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 1.373, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 53304510800861, Location: .77 MI E OF RICHLAND PL (Lat: 32.437161, Lng: -91.458000), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 22,200 (year 2015), Features Intersected: BROWN RD OVER I-20
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 1.373, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 54204510724131, Location: 2.0 MI W OF LA 17 (Lat: 32.445211, Lng: -91.527111), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 2,390 (year 2015), Features Intersected: SECTION RD OVER I-20
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 38.729, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 54204510724131, Location: 2.0 MI W OF LA 17 (Lat: 32.445211, Lng: -91.527111), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 2,390 (year 2015), Features Intersected: SECTION RD OVER I-20
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 38.729, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 54204510724131, Location: 2.0 MI W OF LA 17 (Lat: 32.445461, Lng: -91.526989), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 2,390 (year 2015), Features Intersected: SECTION RD OVER I-20
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 5.198, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 54204510724131, Location: 2.0 MI W OF LA 17 (Lat: 32.445461, Lng: -91.526989), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 2,390 (year 2015), Features Intersected: SECTION RD OVER I-20
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 5.198, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 54204510726061, Location: 1.3 MI W OF MADISON PL (Lat: 32.442789, Lng: -91.493761), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 14,340 (year 2015), Features Intersected: LA 17 SB UNDER I-20 EB
Minimum Vertical Clearance: 4.66m (15.29ft), Kilometerpoint: 1.613, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 54204510726061, Location: 1.3 MI W OF MADISON PL (Lat: 32.442789, Lng: -91.493761), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 14,340 (year 2015), Features Intersected: LA 17 SB UNDER I-20 EB
Minimum Vertical Clearance: 4.66m (15.29ft), Kilometerpoint: 1.613, Lanes on structure: 3, Length of Maximum Span: 0.0m
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Structure Number: 54204510726061, Location: 1.3 MI W OF MADISON PL (Lat: 32.442769, Lng: -91.493819), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 14,340 (year 2015), Features Intersected: LA 17 NB UNDER I-20 EB
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 4.226, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 54204510726061, Location: 1.3 MI W OF MADISON PL (Lat: 32.442769, Lng: -91.493819), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 14,340 (year 2015), Features Intersected: LA 17 NB UNDER I-20 EB
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 4.226, Lanes on structure: 2, Length of Maximum Span: 0.0m
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Structure Number: 54204510726062, Location: 1.3 MI W OF MADISON PL (Lat: 32.442811, Lng: -91.494011), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 14,340 (year 2015), Features Intersected: LA 17 NB UNDER I-20 WB
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 4.255, Lanes on structure: 3, Length of Maximum Span: 0.0m
Structure Number: 54204510726062, Location: 1.3 MI W OF MADISON PL (Lat: 32.442811, Lng: -91.494011), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 14,340 (year 2015), Features Intersected: LA 17 NB UNDER I-20 WB
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 4.255, Lanes on structure: 3, Length of Maximum Span: 0.0m
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Structure Number: 54204510726062, Location: 1.3 MI W OF MADISON PL (Lat: 32.443050, Lng: -91.493881), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 14,340 (year 2015), Features Intersected: LA 17 SB UNDER I-20 WB
Minimum Vertical Clearance: 4.66m (15.29ft), Kilometerpoint: 1.582, Lanes on structure: 2, Length of Maximum Span: 0.0m
Structure Number: 54204510726062, Location: 1.3 MI W OF MADISON PL (Lat: 32.443050, Lng: -91.493881), Route carried "under" structure: Interstate 20, Structure Length: 0. m, Average Daily Traffic: 14,340 (year 2015), Features Intersected: LA 17 SB UNDER I-20 WB
Minimum Vertical Clearance: 4.66m (15.29ft), Kilometerpoint: 1.582, Lanes on structure: 2, Length of Maximum Span: 0.0m