Bridge Statistics for Farmerville, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 351ft / 107mTotal length
- $2,041,000Total costs
- 79,002Total average daily traffic
- 12,416Total average daily truck traffic
- 133,492Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Farmerville
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 31950-1959
- 51960-1969
- 11970-1979
- 31980-1989
- 21990-1999
- 12000-2009
- Bridge Condition - Deck
- 16.7%Good
- 75.0%Satisfactory
- 8.3%Fair
- Bridge Condition - Superstructure
- 16.7%Good
- 75.0%Satisfactory
- 8.3%Fair
- Bridge Condition - Substructure
- 25.0%Good
- 58.3%Satisfactory
- 16.7%Fair
- Bridge Condition - Channel
- 11.1%Good
- 77.8%Satisfactory
- 5.6%Fair
- 5.6%Poor
- Bridge Condition - Culverts
- 16.7%Very good
- 83.3%Satisfactory
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Structure Number: 55600690202921, Location: 2.5 MI NORTH OF LA 151 (Lat: 32.707381, Lng: -92.457700), Route carried "on" structure: State highway 33, Year Built: 1937, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,000 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 8,500 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.583, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 69-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55600690202921, Location: 2.5 MI NORTH OF LA 151 (Lat: 32.707381, Lng: -92.457700), Route carried "on" structure: State highway 33, Year Built: 1937, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,000 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 8,500 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.583, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 69-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55600690203991, Location: 3.5 MI NORTH OF LA 151 (Lat: 32.720331, Lng: -92.448800), Route carried "on" structure: State highway 33, Year Built: 1937, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,000 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 8,500 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.289, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 69-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $122,000, Total Project Cost: $183,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55600690203991, Location: 3.5 MI NORTH OF LA 151 (Lat: 32.720331, Lng: -92.448800), Route carried "on" structure: State highway 33, Year Built: 1937, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,000 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 8,500 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.289, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 69-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $122,000, Total Project Cost: $183,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55600690207121, Location: 1.2 MI NORTH OF LA 15 (Lat: 32.755719, Lng: -92.416200), Route carried "on" structure: State highway 33, Year Built: 1963, Status: Open, Structure Length: 29.32m (96.19ft), Average Daily Traffic: 8,700 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 14,790 (year 2036), Design Load: HS 20, Features Intersected: BAYOU DARBONNE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.285, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 69-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 16, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: May 2020, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 55600690207121, Location: 1.2 MI NORTH OF LA 15 (Lat: 32.755719, Lng: -92.416200), Route carried "on" structure: State highway 33, Year Built: 1963, Status: Open, Structure Length: 29.32m (96.19ft), Average Daily Traffic: 8,700 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 14,790 (year 2036), Design Load: HS 20, Features Intersected: BAYOU DARBONNE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.285, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 69-02-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 16, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, 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: May 2020, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 55600700300791, Location: 3.8 MI WEST OF US 167 (Lat: 32.810839, Lng: -92.721600), Route carried "on" structure: State highway 2, Year Built: 1950, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 1,700 (year 2036), Design Load: HS 15, Features Intersected: LYNN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.267, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 70-03-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 55600700300791, Location: 3.8 MI WEST OF US 167 (Lat: 32.810839, Lng: -92.721600), Route carried "on" structure: State highway 2, Year Built: 1950, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 1,700 (year 2036), Design Load: HS 15, Features Intersected: LYNN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.267, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 70-03-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 55600700412921, Location: 3.3 MI WEST OF LA 15 (Lat: 32.786281, Lng: -92.458300), Route carried "on" structure: State highway 2, Year Built: 1964, Status: Open, Structure Length: 18.35m (60.20ft), Average Daily Traffic: 2,200 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 3,740 (year 2036), Design Load: HS 20, Features Intersected: CORNEY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.500, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 70-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 75.3 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: Meets minimum limits, 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: March 2020, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 55600700412921, Location: 3.3 MI WEST OF LA 15 (Lat: 32.786281, Lng: -92.458300), Route carried "on" structure: State highway 2, Year Built: 1964, Status: Open, Structure Length: 18.35m (60.20ft), Average Daily Traffic: 2,200 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 3,740 (year 2036), Design Load: HS 20, Features Intersected: CORNEY BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.500, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 70-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 75.3 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: Meets minimum limits, 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: March 2020, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 55600700414411, Location: 1.8 MI WEST OF LA 15 (Lat: 32.785469, Lng: -92.434400), Route carried "on" structure: State highway 2, Year Built: 1964, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 10,500 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 17,850 (year 2036), Design Load: HS 20, Features Intersected: FOURMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.872, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 70-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.18m (16.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $442,000, Total Project Cost: $663,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 55600700414411, Location: 1.8 MI WEST OF LA 15 (Lat: 32.785469, Lng: -92.434400), Route carried "on" structure: State highway 2, Year Built: 1964, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 10,500 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 17,850 (year 2036), Design Load: HS 20, Features Intersected: FOURMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.872, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 70-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.18m (16.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2022, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $442,000, Total Project Cost: $663,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 55600700415341, Location: .9 MI WEST OF LA 15 (Lat: 32.785389, Lng: -92.418600), Route carried "on" structure: State highway 2, Year Built: 1964, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 14,700 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 24,480 (year 2036), Design Load: HS 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.357, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 70-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $390,000, Total Project Cost: $585,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 55600700415341, Location: .9 MI WEST OF LA 15 (Lat: 32.785389, Lng: -92.418600), Route carried "on" structure: State highway 2, Year Built: 1964, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 14,700 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 24,480 (year 2036), Design Load: HS 20, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.357, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 70-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $390,000, Total Project Cost: $585,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 55600700502111, Location: 2.1 MI E of S JCT. LA 33 (Lat: 32.764511, Lng: -92.371700), Route carried "on" structure: State highway 2, Year Built: 1981, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 6,500 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 11,050 (year 2036), Design Load: HS 20, Features Intersected: CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.341, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 70-05-1, 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: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 55600700502111, Location: 2.1 MI E of S JCT. LA 33 (Lat: 32.764511, Lng: -92.371700), Route carried "on" structure: State highway 2, Year Built: 1981, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 6,500 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 11,050 (year 2036), Design Load: HS 20, Features Intersected: CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.341, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 70-05-1, 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: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 55600700502611, Location: 2.6 MI EAST OF LA 33 (Lat: 32.761769, Lng: -92.364100), Route carried "on" structure: State highway 2, Year Built: 1931, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 6,500 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 11,050 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.118, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 70-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
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: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $140,000, Total Project Cost: $210,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55600700502611, Location: 2.6 MI EAST OF LA 33 (Lat: 32.761769, Lng: -92.364100), Route carried "on" structure: State highway 2, Year Built: 1931, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 6,500 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 11,050 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.118, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 70-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
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: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $140,000, Total Project Cost: $210,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55601540200861, Location: .8 MI NORTH OF LA 549 (Lat: 32.828381, Lng: -92.419200), Route carried "on" structure: State highway 15, Year Built: 1953, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,400 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 9,350 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.353, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 23.2m (76.1ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $122,000, Total Project Cost: $183,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55601540200861, Location: .8 MI NORTH OF LA 549 (Lat: 32.828381, Lng: -92.419200), Route carried "on" structure: State highway 15, Year Built: 1953, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,400 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 9,350 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.353, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 23.2m (76.1ft)
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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $122,000, Total Project Cost: $183,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55601540201311, Location: 1.3 MI NORTH OF LA 549 (Lat: 32.832350, Lng: -92.425400), Route carried "on" structure: State highway 15, Year Built: 1953, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 5,400 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 9,350 (year 2036), Design Load: H 15, Features Intersected: HUNNICUTT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.079, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 17.4m (57.1ft)
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: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $145,000, Total Project Cost: $217,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55601540201311, Location: 1.3 MI NORTH OF LA 549 (Lat: 32.832350, Lng: -92.425400), Route carried "on" structure: State highway 15, Year Built: 1953, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 5,400 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 9,350 (year 2036), Design Load: H 15, Features Intersected: HUNNICUTT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.079, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 17.4m (57.1ft)
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: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $145,000, Total Project Cost: $217,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55601560305291, Location: 5.3 MI NORTH OF LA 145 (Lat: 32.718269, Lng: -92.414300), Route carried "on" structure: State highway 15, Year Built: 1965, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 4,400 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 7,650 (year 2036), Design Load: HS 20, Features Intersected: STONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.410, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 156-03-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 70.7 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 55601560305291, Location: 5.3 MI NORTH OF LA 145 (Lat: 32.718269, Lng: -92.414300), Route carried "on" structure: State highway 15, Year Built: 1965, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 4,400 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 7,650 (year 2036), Design Load: HS 20, Features Intersected: STONE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.410, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 156-03-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 70.7 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2020, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 55603130104051, Location: 4.05 MI E of LA 15 (Lat: 32.872239, Lng: -92.394600), Route carried "on" structure: State highway 549, Year Built: 1996, Status: Open, Structure Length: 21.34m (70.01ft), Average Daily Traffic: 2,200 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 3,570 (year 2036), Design Load: HS 20, Features Intersected: BAYOU DELOUTRE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.265, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Other
Structure Number: 55603130104051, Location: 4.05 MI E of LA 15 (Lat: 32.872239, Lng: -92.394600), Route carried "on" structure: State highway 549, Year Built: 1996, Status: Open, Structure Length: 21.34m (70.01ft), Average Daily Traffic: 2,200 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 3,570 (year 2036), Design Load: HS 20, Features Intersected: BAYOU DELOUTRE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.265, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Other
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Structure Number: 55608560701851, Location: 1.8 MI EAST OF LA 33 (Lat: 32.785669, Lng: -92.363900), Route carried "on" structure: State highway 828, Year Built: 1976, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 770 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 1,309 (year 2036), Design Load: HS 20, Features Intersected: CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.919, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 55608560701851, Location: 1.8 MI EAST OF LA 33 (Lat: 32.785669, Lng: -92.363900), Route carried "on" structure: State highway 828, Year Built: 1976, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 770 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 1,309 (year 2036), Design Load: HS 20, Features Intersected: CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.919, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 55632420922621, Location: 1.1 MI W of LA 15 (Lat: 32.700661, Lng: -92.436539), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 59 (year 2019), Average Future Daily Traffic: 85 (year 2036), Design Load: HS 20, Features Intersected: CYPRESS CREEK, Facility Carried by Structure: HOLMESVILLE 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: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 34.0 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: 26.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55632420922621, Location: 1.1 MI W of LA 15 (Lat: 32.700661, Lng: -92.436539), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 59 (year 2019), Average Future Daily Traffic: 85 (year 2036), Design Load: HS 20, Features Intersected: CYPRESS CREEK, Facility Carried by Structure: HOLMESVILLE 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: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 34.0 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: 26.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 55632427922641, Location: 4.9 MI EAST INT RT 278 (Lat: 32.713619, Lng: -92.442761), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 138 (year 2019), Average Future Daily Traffic: 85 (year 2036), Design Load: HS 20, Features Intersected: STOWE CREEK, Facility Carried by Structure: MILLARD HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.5 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: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2020, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 55632427922641, Location: 4.9 MI EAST INT RT 278 (Lat: 32.713619, Lng: -92.442761), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 138 (year 2019), Average Future Daily Traffic: 85 (year 2036), Design Load: HS 20, Features Intersected: STOWE CREEK, Facility Carried by Structure: MILLARD HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.5 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: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2020, Underwater Inspection Date: March 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 55632449922621, Location: 1.1 MI. N. INT. 269 (Lat: 32.748311, Lng: -92.437669), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 201 (year 2019), Average Future Daily Traffic: 306 (year 2036), Design Load: HS 20, Features Intersected: DRAIN TO D'ARBONNE LAKE, Facility Carried by Structure: STANSBURY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.1 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: 33.0 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 55632449922621, Location: 1.1 MI. N. INT. 269 (Lat: 32.748311, Lng: -92.437669), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 201 (year 2019), Average Future Daily Traffic: 306 (year 2036), Design Load: HS 20, Features Intersected: DRAIN TO D'ARBONNE LAKE, Facility Carried by Structure: STANSBURY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.1 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: 33.0 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 55632474922191, Location: 1.1 MI E of LA 828 (Lat: 32.790069, Lng: -92.365661), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 334 (year 2019), Average Future Daily Traffic: 127 (year 2036), Design Load: HS 20, Features Intersected: CANE CREEK, Facility Carried by Structure: HUDSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, 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: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 55632474922191, Location: 1.1 MI E of LA 828 (Lat: 32.790069, Lng: -92.365661), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 334 (year 2019), Average Future Daily Traffic: 127 (year 2036), Design Load: HS 20, Features Intersected: CANE CREEK, Facility Carried by Structure: HUDSON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, 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: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place