Bridge Statistics for Tullos, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 495ft / 151mTotal length
- $3,280,000Total costs
- 41,750Total average daily traffic
- 8,270Total average daily truck traffic
- 24,467Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Tullos
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 31950-1959
- 21960-1969
- 21970-1979
- 31980-1989
- 62000-2009
- Bridge Condition - Deck
- 35.3%Very good
- 17.6%Good
- 29.4%Satisfactory
- 17.6%Poor
- Bridge Condition - Superstructure
- 35.3%Very good
- 29.4%Good
- 11.8%Satisfactory
- 5.9%Fair
- 17.6%Poor
- Bridge Condition - Substructure
- 23.5%Very good
- 23.5%Good
- 17.6%Satisfactory
- 11.8%Fair
- 23.5%Poor
- Bridge Condition - Channel
- 31.3%Very good
- 31.3%Good
- 31.3%Satisfactory
- 6.3%Fair
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Structure Number: 583000000580151, Location: 0.32 MILES FROM GRANT PAR (Lat: 31.794911, Lng: -92.357000), Route carried "on" structure: US 165, Year Built: 2008, Status: Open, Structure Length: 16.09m (52.79ft), Average Daily Traffic: 2,350 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 2,520 (year 2036), Design Load: HS 20, Features Intersected: LITTLE RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.584, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 15-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 79.1 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: 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 583000000580151, Location: 0.32 MILES FROM GRANT PAR (Lat: 31.794911, Lng: -92.357000), Route carried "on" structure: US 165, Year Built: 2008, Status: Open, Structure Length: 16.09m (52.79ft), Average Daily Traffic: 2,350 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 2,520 (year 2036), Design Load: HS 20, Features Intersected: LITTLE RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.584, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 15-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 79.1 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: 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 583000000580153, Location: LOCATED AT GRANT PARISH L (Lat: 31.792131, Lng: -92.362100), Route carried "on" structure: US 165, Year Built: 2008, Status: Open, Structure Length: 20.12m (66.01ft), Average Daily Traffic: 2,350 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 2,520 (year 2036), Design Load: HS 20, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.011, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 15-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 79.1 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: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 583000000580153, Location: LOCATED AT GRANT PARISH L (Lat: 31.792131, Lng: -92.362100), Route carried "on" structure: US 165, Year Built: 2008, Status: Open, Structure Length: 20.12m (66.01ft), Average Daily Traffic: 2,350 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 2,520 (year 2036), Design Load: HS 20, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.011, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 15-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 79.1 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: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 583000000580154, Location: 0.55 MILES FROM GRANT PAR (Lat: 31.796639, Lng: -92.353719), Route carried "on" structure: US 165, Year Built: 2008, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 2,350 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 2,520 (year 2036), Design Load: HS 20, Features Intersected: COCKERHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.945, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 15-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 79.1 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: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 583000000580154, Location: 0.55 MILES FROM GRANT PAR (Lat: 31.796639, Lng: -92.353719), Route carried "on" structure: US 165, Year Built: 2008, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 2,350 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 2,520 (year 2036), Design Load: HS 20, Features Intersected: COCKERHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.945, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 15-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 79.1 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: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: March 2020, Underwater Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 583000000580164, Location: 1.90 M S of US 84 (Lat: 31.799861, Lng: -92.348600), Route carried "on" structure: US 165, Year Built: 2009, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 4,700 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 1,512 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.009, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 15-05-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 12, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 37.6 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: 28.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 583000000580164, Location: 1.90 M S of US 84 (Lat: 31.799861, Lng: -92.348600), Route carried "on" structure: US 165, Year Built: 2009, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 4,700 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 1,512 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.009, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 15-05-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 12, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 37.6 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: 28.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 583000000580165, Location: 0.91 MILES NORTH OF THE L (Lat: 31.799261, Lng: -92.349000), Route carried "on" structure: US 165, Year Built: 2009, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 4,700 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 1,512 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.481, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 15-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 12, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 37.6 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: 28.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 583000000580165, Location: 0.91 MILES NORTH OF THE L (Lat: 31.799261, Lng: -92.349000), Route carried "on" structure: US 165, Year Built: 2009, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 4,700 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 1,512 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.481, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 15-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 12, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 37.6 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: 28.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 583000150500002, Location: 2.9 MI SOUTH OF US 84 (Lat: 31.793300, Lng: -92.360531), Route carried "on" structure: US 165, Year Built: 1956, Year Reconstructed: 1982, Status: Open, Structure Length: 19.57m (64.21ft), Average Daily Traffic: 4,700 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 2,520 (year 2036), Design Load: HS 20, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.356, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 15-05-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 8, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Good, Operating Rating: 49.9 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: Meets minimum limits, 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 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 583000150500002, Location: 2.9 MI SOUTH OF US 84 (Lat: 31.793300, Lng: -92.360531), Route carried "on" structure: US 165, Year Built: 1956, Year Reconstructed: 1982, Status: Open, Structure Length: 19.57m (64.21ft), Average Daily Traffic: 4,700 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 2,520 (year 2036), Design Load: HS 20, Features Intersected: LITTLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.356, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 15-05-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 8, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Good, Operating Rating: 49.9 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: Meets minimum limits, 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 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 583000150500322, Location: 2.6 MI SOUTH OF US 84 (Lat: 31.795911, Lng: -92.355800), Route carried "on" structure: US 165, Year Built: 1956, Year Reconstructed: 1982, Status: Open, Structure Length: 15.54m (50.98ft), Average Daily Traffic: 4,700 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 2,520 (year 2036), Design Load: HS 20, Features Intersected: LITTLE RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.822, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 15-05-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 17, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: March 2021, Underwater Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 583000150500322, Location: 2.6 MI SOUTH OF US 84 (Lat: 31.795911, Lng: -92.355800), Route carried "on" structure: US 165, Year Built: 1956, Year Reconstructed: 1982, Status: Open, Structure Length: 15.54m (50.98ft), Average Daily Traffic: 4,700 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 2,520 (year 2036), Design Load: HS 20, Features Intersected: LITTLE RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.822, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 15-05-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 17, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: March 2021, Underwater Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 583000150500552, Location: 2.4 MI SOUTH OF US 84 (Lat: 31.797281, Lng: -92.353300), Route carried "on" structure: US 165, Year Built: 1956, Year Reconstructed: 1982, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 4,700 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 2,520 (year 2036), Design Load: HS 20, Features Intersected: COCKERHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.938, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 15-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: 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: March 2021, Underwater Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 583000150500552, Location: 2.4 MI SOUTH OF US 84 (Lat: 31.797281, Lng: -92.353300), Route carried "on" structure: US 165, Year Built: 1956, Year Reconstructed: 1982, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 4,700 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 2,520 (year 2036), Design Load: HS 20, Features Intersected: COCKERHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.938, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 15-05-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: 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: March 2021, Underwater Inspection Date: December 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 583000220400001, Location: .01 MI EAST OF US 165 (Lat: 31.830450, Lng: -92.341800), Route carried "on" structure: US 84, Year Built: 1962, Status: Open, Structure Length: 15.94m (52.30ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 966 (year 2036), Design Load: HS 20, Features Intersected: CASTOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.003, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 22-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.79m (55.09ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,432,000, Total Project Cost: $2,148,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 583000220400001, Location: .01 MI EAST OF US 165 (Lat: 31.830450, Lng: -92.341800), Route carried "on" structure: US 84, Year Built: 1962, Status: Open, Structure Length: 15.94m (52.30ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 966 (year 2036), Design Load: HS 20, Features Intersected: CASTOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.003, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 22-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.79m (55.09ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,432,000, Total Project Cost: $2,148,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 583000220400201, Location: .21 MI EAST OF US 165 (Lat: 31.830381, Lng: -92.338500), Route carried "on" structure: US 84, Year Built: 1962, Status: Open, Structure Length: 14.72m (48.29ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 966 (year 2036), Design Load: HS 20, Features Intersected: RELIEF BRIDGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.314, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 22-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Very good, Operating Rating: 67.1 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 583000220400201, Location: .21 MI EAST OF US 165 (Lat: 31.830381, Lng: -92.338500), Route carried "on" structure: US 84, Year Built: 1962, Status: Open, Structure Length: 14.72m (48.29ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 966 (year 2036), Design Load: HS 20, Features Intersected: RELIEF BRIDGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.314, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 22-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Very good, Operating Rating: 67.1 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 583000220400901, Location: .91 MI EAST OF US 165 (Lat: 31.826939, Lng: -92.327700), Route carried "on" structure: US 84, Year Built: 1932, Status: Posted for load, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 966 (year 2036), Design Load: H 15, Features Intersected: M P R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.447, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 22-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Operating Rating: 14.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 11.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, 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: 5.79m (19.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $494,000, Total Project Cost: $741,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 583000220400901, Location: .91 MI EAST OF US 165 (Lat: 31.826939, Lng: -92.327700), Route carried "on" structure: US 84, Year Built: 1932, Status: Posted for load, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 966 (year 2036), Design Load: H 15, Features Intersected: M P R/R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.447, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 22-04-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Operating Rating: 14.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 11.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, 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: 5.79m (19.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $494,000, Total Project Cost: $741,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 583000220402191, Location: 0.90 M S of US 165 (Lat: 31.810331, Lng: -92.317500), Route carried "on" structure: US 84, Year Built: 1983, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 2,400 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 1,500 (year 2036), Design Load: HS 20, Features Intersected: NEW UNION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.566, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 22-04-1, 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: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 583000220402191, Location: 0.90 M S of US 165 (Lat: 31.810331, Lng: -92.317500), Route carried "on" structure: US 84, Year Built: 1983, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 2,400 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 1,500 (year 2036), Design Load: HS 20, Features Intersected: NEW UNION CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.566, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 22-04-1, 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: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 583000220402811, Location: 1.00 M S of US 165 (Lat: 31.803431, Lng: -92.311100), Route carried "on" structure: US 84, Year Built: 1983, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 2,400 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 1,500 (year 2036), Design Load: HS 20, Features Intersected: COCHRAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.558, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 22-04-1, 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: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 583000220402811, Location: 1.00 M S of US 165 (Lat: 31.803431, Lng: -92.311100), Route carried "on" structure: US 84, Year Built: 1983, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 2,400 (year 2016), Truck Traffic: 20%, Average Future Daily Traffic: 1,500 (year 2036), Design Load: HS 20, Features Intersected: COCHRAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.558, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 22-04-1, 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: 6, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 583031302921191, Location: LOGMI 0.66 FR 80 TO ODE (Lat: 31.503761, Lng: -92.195200), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 50 (year 1999), Average Future Daily Traffic: 30 (year 2036), Design Load: HS 20, Features Intersected: ROUTH CREEK, Facility Carried by Structure: Magnolia Loop
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: 6.7m (22.0ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 33.4 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: 25.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 583031302921191, Location: LOGMI 0.66 FR 80 TO ODE (Lat: 31.503761, Lng: -92.195200), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 50 (year 1999), Average Future Daily Traffic: 30 (year 2036), Design Load: HS 20, Features Intersected: ROUTH CREEK, Facility Carried by Structure: Magnolia Loop
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: 6.7m (22.0ft), 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: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 33.4 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: 25.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 583031473921971, Location: 1mi N of River Bottom RD (Lat: 31.787439, Lng: -92.328461), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 120 (year 2040), Design Load: H 10, Features Intersected: DRAKE CREEK, Facility Carried by Structure: Waggoner Tap Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 583031473921971, Location: 1mi N of River Bottom RD (Lat: 31.787439, Lng: -92.328461), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 120 (year 2040), Design Load: H 10, Features Intersected: DRAKE CREEK, Facility Carried by Structure: Waggoner Tap Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 583031478921901, Location: 0.9 miles south of US 84E (Lat: 31.793439, Lng: -92.315661), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 110 (year 2040), Design Load: H 15, Features Intersected: Cohcran Creek, Facility Carried by Structure: Waggoner Tap Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $147,000, Total Project Cost: $220,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 583031478921901, Location: 0.9 miles south of US 84E (Lat: 31.793439, Lng: -92.315661), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 100 (year 2020), Average Future Daily Traffic: 110 (year 2040), Design Load: H 15, Features Intersected: Cohcran Creek, Facility Carried by Structure: Waggoner Tap Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $147,000, Total Project Cost: $220,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 583031489921961, Location: 250' N of US 165 (Lat: 31.813761, Lng: -92.325050), Route carried "on" structure: County highway , Year Built: 1988, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 150 (year 2020), Average Future Daily Traffic: 165 (year 2040), Design Load: H 10, Features Intersected: CREEK, Facility Carried by Structure: West Herbert St
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 11.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $114,000, Total Project Cost: $171,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 583031489921961, Location: 250' N of US 165 (Lat: 31.813761, Lng: -92.325050), Route carried "on" structure: County highway , Year Built: 1988, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 150 (year 2020), Average Future Daily Traffic: 165 (year 2040), Design Load: H 10, Features Intersected: CREEK, Facility Carried by Structure: West Herbert St
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 11.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $114,000, Total Project Cost: $171,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous