Bridge Statistics for Vancleave, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 32Number of bridges
- 541ft / 165mTotal length
- $1,366,687,000Total costs
- 55,735Total average daily traffic
- 8,125Total average daily truck traffic
- 67,296Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Vancleave
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 31950-1959
- 61980-1989
- 41990-1999
- 102000-2009
- 82010-2019
- Reconstructed bridges - Historical Statistics
- 12000-2009
- 02010-2019
- 12020-2022
- Bridge Condition - Deck
- 31.0%Very good
- 58.6%Good
- 6.9%Satisfactory
- 3.4%Fair
- Bridge Condition - Superstructure
- 20.7%Very good
- 62.1%Good
- 6.9%Satisfactory
- 10.3%Fair
- Bridge Condition - Substructure
- 24.1%Very good
- 51.7%Good
- 13.8%Satisfactory
- 6.9%Fair
- 3.4%Serious
- Bridge Condition - Channel
- 68.8%Very good
- 15.6%Good
- 9.4%Satisfactory
- 6.3%Fair
- Bridge Condition - Culverts
- 33.3%Very good
- 33.3%Good
- 33.3%Satisfactory
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Structure Number: 3100057030007, Location: 6.2 MI N I 10 (Lat: 30.516894, Lng: -88.693942), Route carried "on" structure: State highway 57, Year Built: 1980, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 10,000 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 11,000 (year 2040), Design Load: HS 20, Features Intersected: LITTLE BLUFF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.533, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 49.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: June 2019, Bridge Improvement Cost: $195,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $473,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3100057030007, Location: 6.2 MI N I 10 (Lat: 30.516894, Lng: -88.693942), Route carried "on" structure: State highway 57, Year Built: 1980, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 10,000 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 11,000 (year 2040), Design Load: HS 20, Features Intersected: LITTLE BLUFF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.533, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 49.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: June 2019, Bridge Improvement Cost: $195,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $473,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000570300079, Location: 7.1 MI N I 10 (Lat: 30.530506, Lng: -88.687594), Route carried "on" structure: State highway 57, Year Built: 1980, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 13,000 (year 2040), Design Load: HS 20, Features Intersected: BLUFF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.192, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.12m (33.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $538,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $885,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000570300079, Location: 7.1 MI N I 10 (Lat: 30.530506, Lng: -88.687594), Route carried "on" structure: State highway 57, Year Built: 1980, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 13,000 (year 2040), Design Load: HS 20, Features Intersected: BLUFF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.192, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.12m (33.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $538,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $885,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3100057030016, Location: 5.6 MI S GEORGE CL (Lat: 30.650000, Lng: -88.745239), Route carried "on" structure: State highway 57, Year Built: 1938, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 820 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 900 (year 2040), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.858, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 3100057030016, Location: 5.6 MI S GEORGE CL (Lat: 30.650000, Lng: -88.745239), Route carried "on" structure: State highway 57, Year Built: 1938, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 820 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 900 (year 2040), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.858, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: SA3000000000033, Location: SEC 7 T 5S R 6W B (Lat: 30.621389, Lng: -88.615556), Route carried "on" structure: County highway 2104, Year Built: 1993, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 2,300 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 3,000 (year 2041), Design Load: HS 20, Features Intersected: RELIEF, Facility Carried by Structure: WADE-VANCLEAVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3000000000033, Location: SEC 7 T 5S R 6W B (Lat: 30.621389, Lng: -88.615556), Route carried "on" structure: County highway 2104, Year Built: 1993, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 2,300 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 3,000 (year 2041), Design Load: HS 20, Features Intersected: RELIEF, Facility Carried by Structure: WADE-VANCLEAVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA3000000000034, Location: SEC 8 T 5S R 6W B (Lat: 30.624444, Lng: -88.611389), Route carried "on" structure: County highway 2104, Year Built: 1993, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 2,300 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 3,000 (year 2041), Design Load: HS 20, Features Intersected: RELIEF, Facility Carried by Structure: WADE-VANCLEAVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.610, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.91m (29.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $900,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,500,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3000000000034, Location: SEC 8 T 5S R 6W B (Lat: 30.624444, Lng: -88.611389), Route carried "on" structure: County highway 2104, Year Built: 1993, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 2,300 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 3,000 (year 2041), Design Load: HS 20, Features Intersected: RELIEF, Facility Carried by Structure: WADE-VANCLEAVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.610, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.91m (29.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $900,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,500,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA3000000000035, Location: SEC 18 T 5S R 6W B (Lat: 30.616667, Lng: -88.620556), Route carried "on" structure: County highway 2104, Year Built: 1983, Status: Open, Structure Length: 26.06m (85.50ft), Average Daily Traffic: 2,300 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 2,800 (year 2041), Design Load: HS 20, Features Intersected: RELIEF, Facility Carried by Structure: WADE-VANCLEAVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.162, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 45, 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 89.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 27.50m (90.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $3,200,000, Roadway Improvement Cost: $320,000, Total Project Cost: $4,800,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3000000000035, Location: SEC 18 T 5S R 6W B (Lat: 30.616667, Lng: -88.620556), Route carried "on" structure: County highway 2104, Year Built: 1983, Status: Open, Structure Length: 26.06m (85.50ft), Average Daily Traffic: 2,300 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 2,800 (year 2041), Design Load: HS 20, Features Intersected: RELIEF, Facility Carried by Structure: WADE-VANCLEAVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.162, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 45, 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 89.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 27.50m (90.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $3,200,000, Roadway Improvement Cost: $320,000, Total Project Cost: $4,800,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA3000000000038, Location: SEC 4 T 5S R 7W (Lat: 30.636111, Lng: -88.694167), Route carried "on" structure: County highway 8084, Year Built: 2002, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 500 (year 2041), Design Load: HS 20, Features Intersected: MOUNGERS CREEK, Facility Carried by Structure: BUSBY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Material/Design: 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: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3000000000038, Location: SEC 4 T 5S R 7W (Lat: 30.636111, Lng: -88.694167), Route carried "on" structure: County highway 8084, Year Built: 2002, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 500 (year 2041), Design Load: HS 20, Features Intersected: MOUNGERS CREEK, Facility Carried by Structure: BUSBY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Material/Design: 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: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA3000000000039, Location: SEC 15 T 5S R 7W B (Lat: 30.603056, Lng: -88.675556), Route carried "on" structure: County highway 2001, Year Built: 1983, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,000 (year 2041), Design Load: HS 20, Features Intersected: MOUNGERS CREEK, Facility Carried by Structure: WADE-VANCLEAVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 61.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3000000000039, Location: SEC 15 T 5S R 7W B (Lat: 30.603056, Lng: -88.675556), Route carried "on" structure: County highway 2001, Year Built: 1983, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,000 (year 2041), Design Load: HS 20, Features Intersected: MOUNGERS CREEK, Facility Carried by Structure: WADE-VANCLEAVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 61.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA300000000004, Location: SEC 27 T 5S R 7W (Lat: 30.580122, Lng: -88.670892), Route carried "on" structure: County highway 8086, Year Built: 2003, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,000 (year 2041), Design Load: HS 20, Features Intersected: MOUNGERS CREEK, Facility Carried by Structure: MCGREGOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 69.3 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: SA300000000004, Location: SEC 27 T 5S R 7W (Lat: 30.580122, Lng: -88.670892), Route carried "on" structure: County highway 8086, Year Built: 2003, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,000 (year 2041), Design Load: HS 20, Features Intersected: MOUNGERS CREEK, Facility Carried by Structure: MCGREGOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 69.3 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA3000000000042, Location: SEC 36 T 5S R 7W (Lat: 30.566106, Lng: -88.640647), Route carried "on" structure: County highway 8089, Year Built: 2006, Year Reconstructed: 2020, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 320 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 500 (year 2041), Design Load: HS 20, Features Intersected: BIG BRANCH, Facility Carried by Structure: OLD RIVER RD LOOP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.218, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3000000000042, Location: SEC 36 T 5S R 7W (Lat: 30.566106, Lng: -88.640647), Route carried "on" structure: County highway 8089, Year Built: 2006, Year Reconstructed: 2020, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 320 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 500 (year 2041), Design Load: HS 20, Features Intersected: BIG BRANCH, Facility Carried by Structure: OLD RIVER RD LOOP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.218, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA3000000000043, Location: SEC 38 T 5S R 7W B (Lat: 30.610778, Lng: -88.641144), Route carried "on" structure: County highway 2104, Year Built: 1959, Status: Posted for load, Structure Length: 36.94m (121.19ft), Average Daily Traffic: 2,000 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 2,200 (year 2039), Design Load: H 15, Features Intersected: PASCAGOULA RIVER, Facility Carried by Structure: WADE-VANCLEAVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.070, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 11, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 36.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 37.19m (122.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2019, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $1,336,000, Roadway Improvement Cost: $200,000, Total Project Cost: $1,887,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3000000000043, Location: SEC 38 T 5S R 7W B (Lat: 30.610778, Lng: -88.641144), Route carried "on" structure: County highway 2104, Year Built: 1959, Status: Posted for load, Structure Length: 36.94m (121.19ft), Average Daily Traffic: 2,000 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 2,200 (year 2039), Design Load: H 15, Features Intersected: PASCAGOULA RIVER, Facility Carried by Structure: WADE-VANCLEAVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.070, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Number Of Approach Spans: 11, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 36.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 37.19m (122.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2019, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $1,336,000, Roadway Improvement Cost: $200,000, Total Project Cost: $1,887,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA3000000000061, Location: SEC 4 T 6S R 7W (Lat: 30.551667, Lng: -88.689167), Route carried "on" structure: County highway 8086, Year Built: 2003, Status: Open, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 750 (year 2041), Design Load: HS 20, Features Intersected: LITTLE MOUNGERS CR, Facility Carried by Structure: MCGREGOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.276, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: SA3000000000061, Location: SEC 4 T 6S R 7W (Lat: 30.551667, Lng: -88.689167), Route carried "on" structure: County highway 8086, Year Built: 2003, Status: Open, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 750 (year 2041), Design Load: HS 20, Features Intersected: LITTLE MOUNGERS CR, Facility Carried by Structure: MCGREGOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.276, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: SA3000000000063, Location: SEC 9 T 6S R 7W B (Lat: 30.535278, Lng: -88.682778), Route carried "on" structure: County highway 2104, Year Built: 1994, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 6,000 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 6,500 (year 2041), Design Load: HS 20, Features Intersected: MOUNGERS CREEK, Facility Carried by Structure: BLUFF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3000000000063, Location: SEC 9 T 6S R 7W B (Lat: 30.535278, Lng: -88.682778), Route carried "on" structure: County highway 2104, Year Built: 1994, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 6,000 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 6,500 (year 2041), Design Load: HS 20, Features Intersected: MOUNGERS CREEK, Facility Carried by Structure: BLUFF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA3000000000065, Location: SEC 9 T 6S R 7W (Lat: 30.532222, Lng: -88.682778), Route carried "on" structure: County highway 8097, Year Built: 2001, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 1,000 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,500 (year 2041), Design Load: HS 20, Features Intersected: MOUNGERS CREEK, Facility Carried by Structure: POTICAW BAYOU RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3000000000065, Location: SEC 9 T 6S R 7W (Lat: 30.532222, Lng: -88.682778), Route carried "on" structure: County highway 8097, Year Built: 2001, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 1,000 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,500 (year 2041), Design Load: HS 20, Features Intersected: MOUNGERS CREEK, Facility Carried by Structure: POTICAW BAYOU RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA3000000000066, Location: SEC 13 T 6S R 7W (Lat: 30.523175, Lng: -88.638200), Route carried "on" structure: County highway 8101, Year Built: 1984, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 113 (year 2040), Design Load: H 20, Features Intersected: JOHN'S BAYOU, Facility Carried by Structure: POTICAW LANDING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, 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: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Operating Rating: 11.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $50,000, Total Project Cost: $150,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA3000000000066, Location: SEC 13 T 6S R 7W (Lat: 30.523175, Lng: -88.638200), Route carried "on" structure: County highway 8101, Year Built: 1984, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 113 (year 2040), Design Load: H 20, Features Intersected: JOHN'S BAYOU, Facility Carried by Structure: POTICAW LANDING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, 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: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Operating Rating: 11.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2020, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $50,000, Total Project Cost: $150,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA3000000000067, Location: SEC 15 T 6S R 7W (Lat: 30.528703, Lng: -88.668578), Route carried "on" structure: County highway 8098, Year Built: 1950, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 200 (year 2041), Design Load: H 15, Features Intersected: LIVE STREAM, Facility Carried by Structure: PAIGE BAYOU ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, 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: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $80,000, Total Project Cost: $230,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3000000000067, Location: SEC 15 T 6S R 7W (Lat: 30.528703, Lng: -88.668578), Route carried "on" structure: County highway 8098, Year Built: 1950, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 200 (year 2041), Design Load: H 15, Features Intersected: LIVE STREAM, Facility Carried by Structure: PAIGE BAYOU ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, 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: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $80,000, Total Project Cost: $230,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA300000000007, Location: SEC 27 T 6S R 7W B (Lat: 30.498811, Lng: -88.666992), Route carried "on" structure: County highway 8098, Year Built: 1990, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 113 (year 2040), Design Load: H 20, Features Intersected: LIVE STREAM, Facility Carried by Structure: PAIGE BAYOU RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.345, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), 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: 8.2m (26.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA300000000007, Location: SEC 27 T 6S R 7W B (Lat: 30.498811, Lng: -88.666992), Route carried "on" structure: County highway 8098, Year Built: 1990, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 113 (year 2040), Design Load: H 20, Features Intersected: LIVE STREAM, Facility Carried by Structure: PAIGE BAYOU RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.345, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), 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: 8.2m (26.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA3000000000162, Location: SEC 4 T 5S R 7W (Lat: 30.633533, Lng: -88.696667), Route carried "on" structure: County highway 8084, Year Built: 2003, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 300 (year 2041), Design Load: HS 20, Features Intersected: JACK BRANCH, Facility Carried by Structure: BUSBY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.620, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: SA3000000000162, Location: SEC 4 T 5S R 7W (Lat: 30.633533, Lng: -88.696667), Route carried "on" structure: County highway 8084, Year Built: 2003, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 300 (year 2041), Design Load: HS 20, Features Intersected: JACK BRANCH, Facility Carried by Structure: BUSBY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.620, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: SA3000000000168, Location: SEC 40 T 5S R 6W (Lat: 30.566181, Lng: -88.626142), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2041), Design Load: HS 20, Features Intersected: WARD BAYOU, Facility Carried by Structure: WARD BAYOU ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: SA3000000000168, Location: SEC 40 T 5S R 6W (Lat: 30.566181, Lng: -88.626142), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2041), Design Load: HS 20, Features Intersected: WARD BAYOU, Facility Carried by Structure: WARD BAYOU ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: SA3000000000175, Location: SEC 22 T 6S R 7W (Lat: 30.503456, Lng: -88.669542), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 220 (year 2039), Design Load: H 20, Features Intersected: PAIGE BAYOU, Facility Carried by Structure: WATER OAK LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, 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: 7.1m (23.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 50.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $20,000, Total Project Cost: $120,000, Deck Structure Type: Concrete Precast Panels
Structure Number: SA3000000000175, Location: SEC 22 T 6S R 7W (Lat: 30.503456, Lng: -88.669542), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 220 (year 2039), Design Load: H 20, Features Intersected: PAIGE BAYOU, Facility Carried by Structure: WATER OAK LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, 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: 7.1m (23.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 50.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2019, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $20,000, Total Project Cost: $120,000, Deck Structure Type: Concrete Precast Panels
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Structure Number: SA3000000000185, Location: SEC 27 T 6S R 7W (Lat: 30.490669, Lng: -88.670381), Route carried "on" structure: County highway 8304, Year Built: 2000, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 250 (year 2039), Design Load: HS 15, Features Intersected: BRANCH TO PAIGE BAYOU, Facility Carried by Structure: CLEARWATER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.200, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, 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: 7.1m (23.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 50.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: December 2019, Deck Structure Type: Concrete Precast Panels
Structure Number: SA3000000000185, Location: SEC 27 T 6S R 7W (Lat: 30.490669, Lng: -88.670381), Route carried "on" structure: County highway 8304, Year Built: 2000, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 200 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 250 (year 2039), Design Load: HS 15, Features Intersected: BRANCH TO PAIGE BAYOU, Facility Carried by Structure: CLEARWATER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.200, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, 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: 7.1m (23.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 50.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: December 2019, Deck Structure Type: Concrete Precast Panels
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Structure Number: SA3000000000193, Location: SEC 10 T 6S R 7W (Lat: 30.535417, Lng: -88.675972), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 6,100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 6,500 (year 2041), Design Load: HS 20, Features Intersected: WOODMAN BRANCH, Facility Carried by Structure: MOUNGERS CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: SA3000000000193, Location: SEC 10 T 6S R 7W (Lat: 30.535417, Lng: -88.675972), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 6,100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 6,500 (year 2041), Design Load: HS 20, Features Intersected: WOODMAN BRANCH, Facility Carried by Structure: MOUNGERS CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: SA3000000000194, Location: SEC 25 T 5N R 7W (Lat: 30.578889, Lng: -88.639722), Route carried "on" structure: County highway 8089, Year Built: 2009, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 320 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 400 (year 2041), Design Load: HS 20+Mod, Features Intersected: BIG BRANCH, Facility Carried by Structure: OLD RIVER RD LOOP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.180, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 90.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: SA3000000000194, Location: SEC 25 T 5N R 7W (Lat: 30.578889, Lng: -88.639722), Route carried "on" structure: County highway 8089, Year Built: 2009, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 320 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 400 (year 2041), Design Load: HS 20+Mod, Features Intersected: BIG BRANCH, Facility Carried by Structure: OLD RIVER RD LOOP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.180, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 90.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: SA3000000000204, Location: SEC 17 T 5S R 7W (Lat: 30.603528, Lng: -88.710433), Route carried "on" structure: County highway 2001, Year Built: 1980, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 700 (year 2041), Design Load: HS 20, Features Intersected: LITTLE CREEK, Facility Carried by Structure: WADE VANCLEAVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.180, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, 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: 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 2021
Structure Number: SA3000000000204, Location: SEC 17 T 5S R 7W (Lat: 30.603528, Lng: -88.710433), Route carried "on" structure: County highway 2001, Year Built: 1980, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 700 (year 2041), Design Load: HS 20, Features Intersected: LITTLE CREEK, Facility Carried by Structure: WADE VANCLEAVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.180, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, 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: 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 2021
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Structure Number: SA3000000000207, Location: SEC 16 T 6S R 7W (Lat: 30.527778, Lng: -88.696944), Route carried "on" structure: Other road , Year Built: 2018, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 50 (year 2041), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: CONRAD MALLET AREN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.040, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, 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: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 90.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: SA3000000000207, Location: SEC 16 T 6S R 7W (Lat: 30.527778, Lng: -88.696944), Route carried "on" structure: Other road , Year Built: 2018, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 25 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 50 (year 2041), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: CONRAD MALLET AREN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.040, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, 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: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 90.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: SA300000000021, Location: SEC 29 T 5S R 7W (Lat: 30.575778, Lng: -88.710267), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 800 (year 2041), Design Load: HL 93, Features Intersected: WATERS CREEK, Facility Carried by Structure: JUNIPER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, 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: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA300000000021, Location: SEC 29 T 5S R 7W (Lat: 30.575778, Lng: -88.710267), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 800 (year 2041), Design Load: HL 93, Features Intersected: WATERS CREEK, Facility Carried by Structure: JUNIPER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, 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: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA300000000A045, Location: SEC 24 T 5S R 8W (Lat: 30.592778, Lng: -88.731667), Route carried "on" structure: Other road 8081, Year Built: 2015, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2041), Design Load: HL 93, Features Intersected: COWPEN CREEK, Facility Carried by Structure: CAMP GROUND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1287.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA300000000A045, Location: SEC 24 T 5S R 8W (Lat: 30.592778, Lng: -88.731667), Route carried "on" structure: Other road 8081, Year Built: 2015, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2041), Design Load: HL 93, Features Intersected: COWPEN CREEK, Facility Carried by Structure: CAMP GROUND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1287.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA300000000A064, Location: SEC 9 T 6S R 7W (Lat: 30.543506, Lng: -88.696647), Route carried "on" structure: County highway 8095, Year Built: 2018, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2040), Design Load: HL 93, Features Intersected: LIVE STREAM, Facility Carried by Structure: BURNEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), 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: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.3 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: 37.3 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA300000000A064, Location: SEC 9 T 6S R 7W (Lat: 30.543506, Lng: -88.696647), Route carried "on" structure: County highway 8095, Year Built: 2018, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2040), Design Load: HL 93, Features Intersected: LIVE STREAM, Facility Carried by Structure: BURNEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), 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: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 48.3 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: 37.3 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA300000000A068, Location: SEC 17 T 6S R 7W (Lat: 30.528289, Lng: -88.712586), Route carried "on" structure: Other road 2343, Year Built: 2014, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 2,000 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 3,000 (year 2041), Design Load: HL 93, Features Intersected: BLUFF CREEK, Facility Carried by Structure: SEAMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1609.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: 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: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA300000000A068, Location: SEC 17 T 6S R 7W (Lat: 30.528289, Lng: -88.712586), Route carried "on" structure: Other road 2343, Year Built: 2014, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 2,000 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 3,000 (year 2041), Design Load: HL 93, Features Intersected: BLUFF CREEK, Facility Carried by Structure: SEAMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1609.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: 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: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA300000000A069, Location: SEC 24 T 6S R 7W (Lat: 30.505000, Lng: -88.640000), Route carried "on" structure: County highway 8100, Year Built: 1950, Year Reconstructed: 2013, Status: Open, Structure Length: 3.77m (12.37ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 500 (year 2041), Design Load: HL 93, Features Intersected: JOHNS BAYOU, Facility Carried by Structure: SUMMERLIN BAYOU RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: 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: 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: December 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: SA300000000A069, Location: SEC 24 T 6S R 7W (Lat: 30.505000, Lng: -88.640000), Route carried "on" structure: County highway 8100, Year Built: 1950, Year Reconstructed: 2013, Status: Open, Structure Length: 3.77m (12.37ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 500 (year 2041), Design Load: HL 93, Features Intersected: JOHNS BAYOU, Facility Carried by Structure: SUMMERLIN BAYOU RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: 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: 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: December 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: SA300000000A073, Location: SEC 12 T 6S R 8W B (Lat: 30.536297, Lng: -88.749022), Route carried "on" structure: County highway 2107, Year Built: 2018, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: HL 93, Features Intersected: RELIEF, Facility Carried by Structure: OLD FORT BAYOU RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.737, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present 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: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA300000000A073, Location: SEC 12 T 6S R 8W B (Lat: 30.536297, Lng: -88.749022), Route carried "on" structure: County highway 2107, Year Built: 2018, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: HL 93, Features Intersected: RELIEF, Facility Carried by Structure: OLD FORT BAYOU RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.737, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present 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: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA300000000A074, Location: SEC 14 T 6S R 8W B (Lat: 30.518800, Lng: -88.748969), Route carried "on" structure: County highway 2107, Year Built: 2019, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 2,000 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 3,000 (year 2041), Design Load: HL 93, Features Intersected: LITTLE BLUFF CREEK, Facility Carried by Structure: OLD FORT BAYOU RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: SA300000000A074, Location: SEC 14 T 6S R 8W B (Lat: 30.518800, Lng: -88.748969), Route carried "on" structure: County highway 2107, Year Built: 2019, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 2,000 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 3,000 (year 2041), Design Load: HL 93, Features Intersected: LITTLE BLUFF CREEK, Facility Carried by Structure: OLD FORT BAYOU RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels