Bridge Statistics for Leesville, Louisiana (LA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 26Number of bridges
- 371ft / 113mTotal length
- $1,566,000Total costs
- 113,270Total average daily traffic
- 13,728Total average daily truck traffic
- 72,642Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Leesville
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21940-1949
- 31950-1959
- 61970-1979
- 51980-1989
- 21990-1999
- 72000-2009
- Bridge Condition - Deck
- 72.7%Good
- 4.5%Satisfactory
- 18.2%Fair
- 4.5%Poor
- Bridge Condition - Superstructure
- 72.7%Good
- 4.5%Satisfactory
- 18.2%Fair
- 4.5%Poor
- Bridge Condition - Substructure
- 72.7%Good
- 9.1%Fair
- 13.6%Poor
- 4.5%Serious
- Bridge Condition - Channel
- 38.5%Good
- 26.9%Satisfactory
- 19.2%Fair
- 15.4%Poor
- Bridge Condition - Culverts
- 75.0%Good
- 25.0%Satisfactory
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Structure Number: 85800000043052, Location: .2 MI EAST OF LA 467 (Lat: 31.029039, Lng: -93.215300), Route carried "on" structure: State highway 10, Year Built: 1985, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 2,600 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 1,800 (year 2036), Design Load: HS 20, Features Intersected: HOGPEN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.219, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 858-03-1, 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: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 85800000043052, Location: .2 MI EAST OF LA 467 (Lat: 31.029039, Lng: -93.215300), Route carried "on" structure: State highway 10, Year Built: 1985, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 2,600 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 1,800 (year 2036), Design Load: HS 20, Features Intersected: HOGPEN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.219, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 858-03-1, 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: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 85800000080541, Location: 0.62 MILES EAST OF US 171 (Lat: 31.142169, Lng: -93.252600), Route carried "on" structure: State highway 468, Year Built: 2009, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 3,800 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 2,220 (year 2036), Design Load: HS 20, Features Intersected: BAYOU CASTOR RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.176, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, 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: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.0 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: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 85800000080541, Location: 0.62 MILES EAST OF US 171 (Lat: 31.142169, Lng: -93.252600), Route carried "on" structure: State highway 468, Year Built: 2009, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 3,800 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 2,220 (year 2036), Design Load: HS 20, Features Intersected: BAYOU CASTOR RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.176, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, 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: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.0 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: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 85800000080542, Location: 0.34 MILES EAST OF US 171 (Lat: 31.142031, Lng: -93.258200), Route carried "on" structure: State highway 468, Year Built: 2009, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 3,800 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 2,220 (year 2036), Design Load: HS 20, Features Intersected: BAYOU CASTOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.647, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 14, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.3 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: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 85800000080542, Location: 0.34 MILES EAST OF US 171 (Lat: 31.142031, Lng: -93.258200), Route carried "on" structure: State highway 468, Year Built: 2009, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 3,800 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 2,220 (year 2036), Design Load: HS 20, Features Intersected: BAYOU CASTOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.647, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 14, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 35.3 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: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 85800000080543, Location: 1.04 MILES EAST OF US 171 (Lat: 31.141481, Lng: -93.246700), Route carried "on" structure: State highway 468, Year Built: 2009, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 3,800 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 2,220 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.764, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 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: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.0 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: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 85800000080543, Location: 1.04 MILES EAST OF US 171 (Lat: 31.141481, Lng: -93.246700), Route carried "on" structure: State highway 468, Year Built: 2009, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 3,800 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 2,220 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.764, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 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: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.0 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: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 85800240600691, Location: .55 MI SOUTH OF LA 3226 (Lat: 30.893011, Lng: -93.286200), Route carried "on" structure: US 171, Year Built: 1930, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 17,700 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 11,820 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.123, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 24-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 57.3m (188.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $124,000, Total Project Cost: $186,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 85800240600691, Location: .55 MI SOUTH OF LA 3226 (Lat: 30.893011, Lng: -93.286200), Route carried "on" structure: US 171, Year Built: 1930, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 17,700 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 11,820 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.123, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 24-06-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 57.3m (188.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $124,000, Total Project Cost: $186,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 85800250102831, Location: 1.59 M. N. OF N. JCT. LA (Lat: 31.178089, Lng: -93.283400), Route carried "on" structure: US 171, Year Built: 1986, Status: Open, Structure Length: 11.03m (36.19ft), Average Daily Traffic: 7,150 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 5,076 (year 2036), Design Load: HS 20, Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.521, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-01-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 18, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 85800250102831, Location: 1.59 M. N. OF N. JCT. LA (Lat: 31.178089, Lng: -93.283400), Route carried "on" structure: US 171, Year Built: 1986, Status: Open, Structure Length: 11.03m (36.19ft), Average Daily Traffic: 7,150 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 5,076 (year 2036), Design Load: HS 20, Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.521, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-01-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 18, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 85800250102832, Location: 1.59 M. N. OF N. JCT. LA (Lat: 31.177811, Lng: -93.283561), Route carried "on" structure: US 171, Year Built: 1986, Status: Open, Structure Length: 11.03m (36.19ft), Average Daily Traffic: 7,150 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 5,076 (year 2036), Design Load: HS 20, Features Intersected: PRAIRIE CREEK SOUTH RDWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.100, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-01-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 18, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 85800250102832, Location: 1.59 M. N. OF N. JCT. LA (Lat: 31.177811, Lng: -93.283561), Route carried "on" structure: US 171, Year Built: 1986, Status: Open, Structure Length: 11.03m (36.19ft), Average Daily Traffic: 7,150 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 5,076 (year 2036), Design Load: HS 20, Features Intersected: PRAIRIE CREEK SOUTH RDWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.100, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 25-01-2, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 18, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 85800290214731, Location: 5.4 MI EAST OF LA 464 (Lat: 31.154031, Lng: -93.323400), Route carried "on" structure: State highway 8, Year Built: 1978, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 4,300 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 2,400 (year 2036), Design Load: HS 20, Features Intersected: WYATT-CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.496, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 29-02-1, 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: 4, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 75.3 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 85800290214731, Location: 5.4 MI EAST OF LA 464 (Lat: 31.154031, Lng: -93.323400), Route carried "on" structure: State highway 8, Year Built: 1978, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 4,300 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 2,400 (year 2036), Design Load: HS 20, Features Intersected: WYATT-CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.496, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 29-02-1, 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: 4, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 75.3 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: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 85800290215261, Location: 5.9 MI EAST OF LA 464 (Lat: 31.150300, Lng: -93.315800), Route carried "on" structure: State highway 8, Year Built: 1978, Status: Open, Structure Length: 15.18m (49.80ft), Average Daily Traffic: 4,300 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 2,400 (year 2036), Design Load: HS 20, Features Intersected: PRAIRIE-CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.338, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 29-02-1, 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: 11, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 75.3 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 85800290215261, Location: 5.9 MI EAST OF LA 464 (Lat: 31.150300, Lng: -93.315800), Route carried "on" structure: State highway 8, Year Built: 1978, Status: Open, Structure Length: 15.18m (49.80ft), Average Daily Traffic: 4,300 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 2,400 (year 2036), Design Load: HS 20, Features Intersected: PRAIRIE-CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.338, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 29-02-1, 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: 11, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 75.3 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 85800290217591, Location: 8.2 MI EAST OF LA 464 (Lat: 31.142969, Lng: -93.274181), Route carried "on" structure: State highway 8, Year Built: 1944, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 7,800 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 4,500 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.490, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 85800290217591, Location: 8.2 MI EAST OF LA 464 (Lat: 31.142969, Lng: -93.274181), Route carried "on" structure: State highway 8, Year Built: 1944, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 7,800 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 4,500 (year 2036), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.490, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 85800660101041, Location: 1.04 MI. SOUTH OF US 171 (Lat: 31.123931, Lng: -93.259000), Route carried "on" structure: State highway 467, Year Built: 1989, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 3,000 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 1,920 (year 2036), Design Load: HS 20, Features Intersected: BAYOU CASTOR N BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.793, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 66.2 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 85800660101041, Location: 1.04 MI. SOUTH OF US 171 (Lat: 31.123931, Lng: -93.259000), Route carried "on" structure: State highway 467, Year Built: 1989, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 3,000 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 1,920 (year 2036), Design Load: HS 20, Features Intersected: BAYOU CASTOR N BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.793, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 66.2 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 85800660101241, Location: 1.24 MI. SOUTH OF US 171 (Lat: 31.123931, Lng: -93.259000), Route carried "on" structure: State highway 467, Year Built: 1989, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 3,000 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 1,920 (year 2036), Design Load: HS 20, Features Intersected: BAYOU CASTOR S BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.793, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 85800660101241, Location: 1.24 MI. SOUTH OF US 171 (Lat: 31.123931, Lng: -93.259000), Route carried "on" structure: State highway 467, Year Built: 1989, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 3,000 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 1,920 (year 2036), Design Load: HS 20, Features Intersected: BAYOU CASTOR S BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.793, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 8, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 85801140101161, Location: 1.16 MI. NORTH OF LA 8 (Lat: 31.177781, Lng: -93.253700), Route carried "on" structure: State highway 117, Year Built: 1954, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 3,300 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 1,980 (year 2036), Design Load: H 15, Features Intersected: LIBERTY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.187, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 30 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $161,000, Total Project Cost: $241,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 85801140101161, Location: 1.16 MI. NORTH OF LA 8 (Lat: 31.177781, Lng: -93.253700), Route carried "on" structure: State highway 117, Year Built: 1954, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 3,300 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 1,980 (year 2036), Design Load: H 15, Features Intersected: LIBERTY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.187, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 30 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $161,000, Total Project Cost: $241,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 85801140104141, Location: 4.14 MI NORTH OF LA 28 (Lat: 31.202200, Lng: -93.230900), Route carried "on" structure: State highway 117, Year Built: 1954, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 3,300 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 1,980 (year 2036), Design Load: H 15, Features Intersected: BLACKLAND BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.937, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 30 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2020, Other Special Inspection Date: January 2021, Bridge Improvement Cost: $156,000, Total Project Cost: $234,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 85801140104141, Location: 4.14 MI NORTH OF LA 28 (Lat: 31.202200, Lng: -93.230900), Route carried "on" structure: State highway 117, Year Built: 1954, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 3,300 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 1,980 (year 2036), Design Load: H 15, Features Intersected: BLACKLAND BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.937, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 30 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2020, Other Special Inspection Date: January 2021, Bridge Improvement Cost: $156,000, Total Project Cost: $234,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 85803730104941, Location: 2.9 MI WEST OF LA 184 (Lat: 31.159711, Lng: -93.220811), Route carried "on" structure: State highway 8, Year Built: 1943, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 9,800 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 5,820 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.382, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 373-01-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, 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: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 85803730104941, Location: 2.9 MI WEST OF LA 184 (Lat: 31.159711, Lng: -93.220811), Route carried "on" structure: State highway 8, Year Built: 1943, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 9,800 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 5,820 (year 2036), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.382, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 373-01-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 30 degrees, 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: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 85803730105451, Location: 2.4 MILES EAST OF US 171 (Lat: 31.159989, Lng: -93.228739), Route carried "on" structure: State highway 8, Year Built: 2006, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 4,900 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 3,492 (year 2036), Design Load: HS 20, Features Intersected: BAYOU CASTOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.140, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 373-01-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 11, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.3 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 85803730105451, Location: 2.4 MILES EAST OF US 171 (Lat: 31.159989, Lng: -93.228739), Route carried "on" structure: State highway 8, Year Built: 2006, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 4,900 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 3,492 (year 2036), Design Load: HS 20, Features Intersected: BAYOU CASTOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.140, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 373-01-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 11, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.3 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 85803730105452, Location: 2.4 MILE EAST OF US 171 (Lat: 31.159731, Lng: -93.229450), Route carried "on" structure: State highway 8, Year Built: 2006, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 4,900 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 3,492 (year 2036), Design Load: HS 20, Features Intersected: BAYOU CASTOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.140, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 373-01-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 11, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.3 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 85803730105452, Location: 2.4 MILE EAST OF US 171 (Lat: 31.159731, Lng: -93.229450), Route carried "on" structure: State highway 8, Year Built: 2006, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 4,900 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 3,492 (year 2036), Design Load: HS 20, Features Intersected: BAYOU CASTOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.140, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 373-01-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 11, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.3 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 85803730106821, Location: 1 MILE EAST OF US 171 (Lat: 31.160039, Lng: -93.252281), Route carried "on" structure: State highway 8, Year Built: 2006, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 4,900 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 3,492 (year 2036), Design Load: HS 20, Features Intersected: LITTLE PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.383, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 373-01-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 30 degrees, 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: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.3 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 85803730106821, Location: 1 MILE EAST OF US 171 (Lat: 31.160039, Lng: -93.252281), Route carried "on" structure: State highway 8, Year Built: 2006, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 4,900 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 3,492 (year 2036), Design Load: HS 20, Features Intersected: LITTLE PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.383, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 373-01-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 30 degrees, 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: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.3 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 85803730106822, Location: 1 MILE EAST OF US 171 (Lat: 31.159761, Lng: -93.252619), Route carried "on" structure: State highway 8, Year Built: 2006, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 4,900 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 3,492 (year 2036), Design Load: HS 20, Features Intersected: LITTLE PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.383, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 373-01-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 30 degrees, 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: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.3 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 85803730106822, Location: 1 MILE EAST OF US 171 (Lat: 31.159761, Lng: -93.252619), Route carried "on" structure: State highway 8, Year Built: 2006, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 4,900 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 3,492 (year 2036), Design Load: HS 20, Features Intersected: LITTLE PRAIRIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.383, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 373-01-1, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 30 degrees, 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: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.3 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 85831001925791, Location: 0.75 MILES EAST OF LA 399 (Lat: 31.002531, Lng: -92.966100), Route carried "on" structure: County highway , Year Built: 1950, Status: Posted for load, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 240 (year 1976), Average Future Daily Traffic: 144 (year 2036), Design Load: H 15, Features Intersected: SIX MILE CREEK, Facility Carried by Structure: BOUNDARY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.122, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 30 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.97m (16.31ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: June 2020, Bridge Improvement Cost: $296,000, Total Project Cost: $444,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 85831001925791, Location: 0.75 MILES EAST OF LA 399 (Lat: 31.002531, Lng: -92.966100), Route carried "on" structure: County highway , Year Built: 1950, Status: Posted for load, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 240 (year 1976), Average Future Daily Traffic: 144 (year 2036), Design Load: H 15, Features Intersected: SIX MILE CREEK, Facility Carried by Structure: BOUNDARY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.122, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 30 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.97m (16.31ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: June 2020, Bridge Improvement Cost: $296,000, Total Project Cost: $444,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 85831072931641, Location: 0.16 MI. S. OF BOONE ST. (Lat: 31.120139, Lng: -93.273900), Route carried "on" structure: County highway , Year Built: 1974, Status: Posted for load, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 80 (year 1980), Average Future Daily Traffic: 48 (year 2036), Design Load: HS 20, Features Intersected: CASTOR BAYOU TRIB., Facility Carried by Structure: MCRAE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.262, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2020, Bridge Improvement Cost: $185,000, Total Project Cost: $277,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 85831072931641, Location: 0.16 MI. S. OF BOONE ST. (Lat: 31.120139, Lng: -93.273900), Route carried "on" structure: County highway , Year Built: 1974, Status: Posted for load, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 80 (year 1980), Average Future Daily Traffic: 48 (year 2036), Design Load: HS 20, Features Intersected: CASTOR BAYOU TRIB., Facility Carried by Structure: MCRAE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.262, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2020, Bridge Improvement Cost: $185,000, Total Project Cost: $277,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 85831072931671, Location: 0.29 M. S. OF BOONE ST (Lat: 31.120669, Lng: -93.278000), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 80 (year 1980), Average Future Daily Traffic: 48 (year 2036), Design Load: HS 20, Features Intersected: CASTOR BAYOU TRIB., Facility Carried by Structure: SARTOR ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.473, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.3 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 85831072931671, Location: 0.29 M. S. OF BOONE ST (Lat: 31.120669, Lng: -93.278000), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 80 (year 1980), Average Future Daily Traffic: 48 (year 2036), Design Load: HS 20, Features Intersected: CASTOR BAYOU TRIB., Facility Carried by Structure: SARTOR ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.473, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.3 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 85831074931651, Location: 0.46 MI N.W. JCT. US 171 (Lat: 31.124031, Lng: -93.275700), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 2,800 (year 2005), Average Future Daily Traffic: 1,680 (year 2036), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: BOONE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.621, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 30 degrees, 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: 10.2m (33.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.9 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: 29.5 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 85831074931651, Location: 0.46 MI N.W. JCT. US 171 (Lat: 31.124031, Lng: -93.275700), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 2,800 (year 2005), Average Future Daily Traffic: 1,680 (year 2036), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: BOONE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.621, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 30 degrees, 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: 10.2m (33.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.9 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: 29.5 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 85831082931661, Location: 1.2 MILES WEST OF US 171 (Lat: 31.135781, Lng: -93.276200), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 3,600 (year 1980), Average Future Daily Traffic: 2,160 (year 2036), Design Load: HS 20, Features Intersected: CASTOR BAYOU TRIB., Facility Carried by Structure: JEAN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 30 degrees, 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: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Fair, Operating Rating: 14.6 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: 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2020, Bridge Improvement Cost: $123,000, Total Project Cost: $184,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 85831082931661, Location: 1.2 MILES WEST OF US 171 (Lat: 31.135781, Lng: -93.276200), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 3,600 (year 1980), Average Future Daily Traffic: 2,160 (year 2036), Design Load: HS 20, Features Intersected: CASTOR BAYOU TRIB., Facility Carried by Structure: JEAN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 30 degrees, 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: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Fair, Operating Rating: 14.6 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: 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2020, Bridge Improvement Cost: $123,000, Total Project Cost: $184,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 85831091931651, Location: 0.58 MILES WEST OF US 171 (Lat: 31.150800, Lng: -93.275300), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,000 (year 1980), Average Future Daily Traffic: 1,200 (year 2036), Design Load: HS 20, Features Intersected: CASTOR BAYOU TRIB., Facility Carried by Structure: NONA ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.114, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 85831091931651, Location: 0.58 MILES WEST OF US 171 (Lat: 31.150800, Lng: -93.275300), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,000 (year 1980), Average Future Daily Traffic: 1,200 (year 2036), Design Load: HS 20, Features Intersected: CASTOR BAYOU TRIB., Facility Carried by Structure: NONA ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.114, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 85831102931271, Location: 3.11 M. S. OF JCT LA 117 (Lat: 31.171489, Lng: -93.215200), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 70 (year 1998), Average Future Daily Traffic: 42 (year 2036), Design Load: HS 20, Features Intersected: BEESON'S CREEK, Facility Carried by Structure: BELVIEW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.612, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.2 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, 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: 85831102931271, Location: 3.11 M. S. OF JCT LA 117 (Lat: 31.171489, Lng: -93.215200), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 70 (year 1998), Average Future Daily Traffic: 42 (year 2036), Design Load: HS 20, Features Intersected: BEESON'S CREEK, Facility Carried by Structure: BELVIEW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.612, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.2 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, 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