Bridge Statistics for Hide-A-Way Lake, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 184ft / 56.4mTotal length
- $2,127,000,000Total costs
- 79,020Total average daily traffic
- 13,809Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Hide-A-Way Lake
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 81960-1969
- 21970-1979
- 21980-1989
- 11990-1999
- 12000-2009
- 22010-2019
- 12020-2022
- Bridge Condition - Deck
- 9.1%Very good
- 63.6%Good
- 27.3%Satisfactory
- Bridge Condition - Superstructure
- 45.5%Very good
- 27.3%Good
- 27.3%Satisfactory
- Bridge Condition - Substructure
- 63.6%Very good
- 18.2%Good
- 9.1%Satisfactory
- 9.1%Fair
- Bridge Condition - Channel
- 7.7%Excellent
- 23.1%Very good
- 38.5%Good
- 23.1%Satisfactory
- 7.7%Fair
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Structure Number: 11000590550108A, Location: 6.4 MI N SR 43 NORTH (Lat: 30.600706, Lng: -89.618600), Route carried "on" structure: Interstate 59, Year Built: 1963, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 11,500 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 13,000 (year 2040), Design Load: HS 20, Features Intersected: WEST UNION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.690, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.8 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $20,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $220,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000590550108A, Location: 6.4 MI N SR 43 NORTH (Lat: 30.600706, Lng: -89.618600), Route carried "on" structure: Interstate 59, Year Built: 1963, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 11,500 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 13,000 (year 2040), Design Load: HS 20, Features Intersected: WEST UNION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.690, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.8 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $20,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $220,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000590550108B, Location: 6.4 MI N SR 43 NORTH (Lat: 30.600214, Lng: -89.618342), Route carried "on" structure: Interstate 59, Year Built: 1963, Year Reconstructed: 2015, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 11,500 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 13,000 (year 2040), Design Load: HS 20, Features Intersected: WEST UNION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.152, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.8 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $20,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $220,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000590550108B, Location: 6.4 MI N SR 43 NORTH (Lat: 30.600214, Lng: -89.618342), Route carried "on" structure: Interstate 59, Year Built: 1963, Year Reconstructed: 2015, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 11,500 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 13,000 (year 2040), Design Load: HS 20, Features Intersected: WEST UNION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.152, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.8 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $20,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $220,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000590550130A, Location: 8.6 MI N SR 43 NORTH (Lat: 30.626092, Lng: -89.598614), Route carried "on" structure: Interstate 59, Year Built: 1963, Year Reconstructed: 2010, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 9,000 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 10,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: STANFIELD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.280, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $149,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $279,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000590550130A, Location: 8.6 MI N SR 43 NORTH (Lat: 30.626092, Lng: -89.598614), Route carried "on" structure: Interstate 59, Year Built: 1963, Year Reconstructed: 2010, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 9,000 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 10,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: STANFIELD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.280, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $149,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $279,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000590550130B, Location: 8.6 MI N SR 43 NORTH (Lat: 30.625592, Lng: -89.598689), Route carried "on" structure: Interstate 59, Year Built: 1963, Year Reconstructed: 2010, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 9,000 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 10,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: STANFIELD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.546, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 68.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $149,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $279,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000590550130B, Location: 8.6 MI N SR 43 NORTH (Lat: 30.625592, Lng: -89.598689), Route carried "on" structure: Interstate 59, Year Built: 1963, Year Reconstructed: 2010, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 9,000 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 10,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: STANFIELD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.546, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 68.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $149,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $279,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000110550188, Location: 6.5 MI N SR 43 NORTH (Lat: 30.636469, Lng: -89.648000), Route carried "on" structure: US 11, Year Built: 1937, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 5,800 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 5,800 (year 2040), Design Load: H 15, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $190,000,000, Roadway Improvement Cost: $19,000,000, Total Project Cost: $581,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21000110550188, Location: 6.5 MI N SR 43 NORTH (Lat: 30.636469, Lng: -89.648000), Route carried "on" structure: US 11, Year Built: 1937, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 5,800 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 5,800 (year 2040), Design Load: H 15, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.312, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $190,000,000, Roadway Improvement Cost: $19,000,000, Total Project Cost: $581,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 41000590550127, Location: 8.3 MI N SR 43 (Lat: 30.622536, Lng: -89.600892), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 150 (year 2040), Design Load: H 15, Features Intersected: I 59, Facility Carried by Structure: ANCHOR LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.912, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 84.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.60m (28.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $273,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $548,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 41000590550127, Location: 8.3 MI N SR 43 (Lat: 30.622536, Lng: -89.600892), Route carried "on" structure: County highway , Year Built: 1963, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 150 (year 2040), Design Load: H 15, Features Intersected: I 59, Facility Carried by Structure: ANCHOR LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.912, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 84.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.60m (28.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $273,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $548,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA5500000000115, Location: SEC 10 T 5S R16W B (Lat: 30.619639, Lng: -89.586694), Route carried "on" structure: County highway 120, Year Built: 1976, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 550 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 825 (year 2034), Design Load: HS 20, Features Intersected: HOBOLOCHITTO CREEK, Facility Carried by Structure: ANCHOR LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.540, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 61.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5500000000115, Location: SEC 10 T 5S R16W B (Lat: 30.619639, Lng: -89.586694), Route carried "on" structure: County highway 120, Year Built: 1976, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 550 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 825 (year 2034), Design Load: HS 20, Features Intersected: HOBOLOCHITTO CREEK, Facility Carried by Structure: ANCHOR LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.540, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 61.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA5500000000117, Location: SEC 10 T 5S R16W B (Lat: 30.620361, Lng: -89.593306), Route carried "on" structure: County highway 120, Year Built: 1976, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 550 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 825 (year 2034), Design Load: HS 20, Features Intersected: RELIEF FOR STANFIELD CK, Facility Carried by Structure: ANCHOR LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.184, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: SA5500000000117, Location: SEC 10 T 5S R16W B (Lat: 30.620361, Lng: -89.593306), Route carried "on" structure: County highway 120, Year Built: 1976, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 550 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 825 (year 2034), Design Load: HS 20, Features Intersected: RELIEF FOR STANFIELD CK, Facility Carried by Structure: ANCHOR LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.184, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: SA5500000000118, Location: SEC 15 T 5S R16W (Lat: 30.606083, Lng: -89.579583), Route carried "on" structure: County highway 121, Year Built: 1997, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 150 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2034), Design Load: HS 20+Mod, Features Intersected: BRANCH, Facility Carried by Structure: MT. CARMEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 76.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: SA5500000000118, Location: SEC 15 T 5S R16W (Lat: 30.606083, Lng: -89.579583), Route carried "on" structure: County highway 121, Year Built: 1997, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 150 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2034), Design Load: HS 20+Mod, Features Intersected: BRANCH, Facility Carried by Structure: MT. CARMEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 76.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: SA5500000000119, Location: SEC 18 T 5S R16W B (Lat: 30.610250, Lng: -89.640083), Route carried "on" structure: County highway 136, Year Built: 1986, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,300 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 1,950 (year 2034), Design Load: HS 20+Mod, Features Intersected: MILL CREEK, Facility Carried by Structure: W.UNION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 53.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: SA5500000000119, Location: SEC 18 T 5S R16W B (Lat: 30.610250, Lng: -89.640083), Route carried "on" structure: County highway 136, Year Built: 1986, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,300 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 1,950 (year 2034), Design Load: HS 20+Mod, Features Intersected: MILL CREEK, Facility Carried by Structure: W.UNION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 53.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: SA5500000000124, Location: SEC 33 T 5S R16W B (Lat: 30.564139, Lng: -89.606250), Route carried "on" structure: County highway 113, Year Built: 1989, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 160 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 240 (year 2034), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: SYCAMORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: SA5500000000124, Location: SEC 33 T 5S R16W B (Lat: 30.564139, Lng: -89.606250), Route carried "on" structure: County highway 113, Year Built: 1989, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 160 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 240 (year 2034), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: SYCAMORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: SA5500000000125, Location: SEC 34 T 5S R16W B (Lat: 30.574333, Lng: -89.594722), Route carried "on" structure: County highway 136, Year Built: 1968, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 1,300 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 1,950 (year 2034), Design Load: HS 15, Features Intersected: HOBOLOCHITTO CK, Facility Carried by Structure: W.UNION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.851, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5500000000125, Location: SEC 34 T 5S R16W B (Lat: 30.574333, Lng: -89.594722), Route carried "on" structure: County highway 136, Year Built: 1968, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 1,300 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 1,950 (year 2034), Design Load: HS 15, Features Intersected: HOBOLOCHITTO CK, Facility Carried by Structure: W.UNION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.851, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA550000000013, Location: SEC 14 T 5S R17W (Lat: 30.606281, Lng: -89.664711), Route carried "on" structure: County highway 203, Year Built: 2007, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 160 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 240 (year 2034), Design Load: H 15, Features Intersected: GEORGE BRANCH, Facility Carried by Structure: BURGETOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 50.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA550000000013, Location: SEC 14 T 5S R17W (Lat: 30.606281, Lng: -89.664711), Route carried "on" structure: County highway 203, Year Built: 2007, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 160 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 240 (year 2034), Design Load: H 15, Features Intersected: GEORGE BRANCH, Facility Carried by Structure: BURGETOWN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Excellent, Operating Rating: 50.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA550000000A116, Location: SEC 10 T 5S R16W B (Lat: 30.619842, Lng: -89.590119), Route carried "on" structure: County highway 120, Year Built: 2020, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 825 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 908 (year 2039), Design Load: HL 93, Features Intersected: STANFIELD CREEK, Facility Carried by Structure: ANCHOR LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.7 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: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: SA550000000A116, Location: SEC 10 T 5S R16W B (Lat: 30.619842, Lng: -89.590119), Route carried "on" structure: County highway 120, Year Built: 2020, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 825 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 908 (year 2039), Design Load: HL 93, Features Intersected: STANFIELD CREEK, Facility Carried by Structure: ANCHOR LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.7 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: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: SA550000000A12, Location: SEC 18 T 5S R16W B (Lat: 30.618283, Lng: -89.643197), Route carried "on" structure: County highway 120, Year Built: 2019, Status: Open, Structure Length: 2.89m (9.48ft), Average Daily Traffic: 1,100 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,430 (year 2043), Design Load: HL 93, Features Intersected: MILL CREEK, Facility Carried by Structure: ANCHOR LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.173, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.7 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: 34.3 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: SA550000000A12, Location: SEC 18 T 5S R16W B (Lat: 30.618283, Lng: -89.643197), Route carried "on" structure: County highway 120, Year Built: 2019, Status: Open, Structure Length: 2.89m (9.48ft), Average Daily Traffic: 1,100 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,430 (year 2043), Design Load: HL 93, Features Intersected: MILL CREEK, Facility Carried by Structure: ANCHOR LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.173, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.7 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: 34.3 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: SA550000000A129, Location: SEC 11 T 5S R17W B (Lat: 30.623950, Lng: -89.673531), Route carried "on" structure: County highway 204, Year Built: 2016, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 275 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 410 (year 2043), Design Load: HS 20+Mod, Features Intersected: MARSEN BRANCH, Facility Carried by Structure: GEORGE FORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2092.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 80.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: SA550000000A129, Location: SEC 11 T 5S R17W B (Lat: 30.623950, Lng: -89.673531), Route carried "on" structure: County highway 204, Year Built: 2016, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 275 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 410 (year 2043), Design Load: HS 20+Mod, Features Intersected: MARSEN BRANCH, Facility Carried by Structure: GEORGE FORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2092.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 80.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 2100011055015, Location: 4.5 MI N OF PICAYUNE (Lat: 30.584333, Lng: -89.661189), Route carried "under" structure: US 11, Year Built: 1931, Structure Length: 0. m, Average Daily Traffic: 8,700 (year 2018), Truck Traffic: 8%, Features Intersected: US 11, Facility Carried by Structure: NORFOLK S RR
Minimum Vertical Clearance: 4.20m (13.78ft), Kilometerpoint: 13.353, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.2m (40.0ft)
Structure Number: 2100011055015, Location: 4.5 MI N OF PICAYUNE (Lat: 30.584333, Lng: -89.661189), Route carried "under" structure: US 11, Year Built: 1931, Structure Length: 0. m, Average Daily Traffic: 8,700 (year 2018), Truck Traffic: 8%, Features Intersected: US 11, Facility Carried by Structure: NORFOLK S RR
Minimum Vertical Clearance: 4.20m (13.78ft), Kilometerpoint: 13.353, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.2m (40.0ft)
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Structure Number: 41000590550127, Location: 8.3 MI N SR 43 (Lat: 30.622536, Lng: -89.600892), Route carried "under" structure: Interstate 59, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 8,500 (year 2018), Truck Traffic: 10%, Features Intersected: I 59, Facility Carried by Structure: ANCHOR LAKE ROAD
Minimum Vertical Clearance: 5.04m (16.54ft), Kilometerpoint: 4.912, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: 41000590550127, Location: 8.3 MI N SR 43 (Lat: 30.622536, Lng: -89.600892), Route carried "under" structure: Interstate 59, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 8,500 (year 2018), Truck Traffic: 10%, Features Intersected: I 59, Facility Carried by Structure: ANCHOR LAKE ROAD
Minimum Vertical Clearance: 5.04m (16.54ft), Kilometerpoint: 4.912, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.0m (82.0ft)
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Structure Number: 41000590550127, Location: 8.3 MI N SR 43 (Lat: 30.622536, Lng: -89.600892), Route carried "under" structure: Interstate 59, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 8,500 (year 2018), Truck Traffic: 10%, Features Intersected: I 59, Facility Carried by Structure: ANCHOR LAKE ROAD
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 4.912, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: 41000590550127, Location: 8.3 MI N SR 43 (Lat: 30.622536, Lng: -89.600892), Route carried "under" structure: Interstate 59, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 8,500 (year 2018), Truck Traffic: 10%, Features Intersected: I 59, Facility Carried by Structure: ANCHOR LAKE ROAD
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 4.912, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.0m (82.0ft)