Bridge Statistics for Sandersville, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 33Number of bridges
- 413ft / 126mTotal length
- $4,530,313,000Total costs
- 91,476Total average daily traffic
- 12,820Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Sandersville
- No street view available for this location
- New bridges - historical statistics
- 41930-1939
- 121960-1969
- 41980-1989
- 21990-1999
- 72000-2009
- 32010-2019
- 12020-2022
- Bridge Condition - Deck
- 12.5%Very good
- 62.5%Good
- 16.7%Satisfactory
- 8.3%Fair
- Bridge Condition - Superstructure
- 54.2%Very good
- 20.8%Good
- 8.3%Satisfactory
- 12.5%Fair
- 4.2%Poor
- Bridge Condition - Substructure
- 45.8%Very good
- 37.5%Good
- 12.5%Satisfactory
- 4.2%Fair
- Bridge Condition - Channel
- 22.7%Very good
- 50.0%Good
- 18.2%Satisfactory
- 9.1%Fair
- Bridge Condition - Culverts
- 66.7%Very good
- 33.3%Good
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Structure Number: 11000590341025A, Location: 3.4 MI S JASPER CL (Lat: 31.772742, Lng: -89.057025), Route carried "on" structure: Interstate 59, Year Built: 1964, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 8,500 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 12,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: CO RD, NORFOLK S RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.034, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 74.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.73m (38.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $404,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $534,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000590341025A, Location: 3.4 MI S JASPER CL (Lat: 31.772742, Lng: -89.057025), Route carried "on" structure: Interstate 59, Year Built: 1964, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 8,500 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 12,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: CO RD, NORFOLK S RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.034, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 74.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.73m (38.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $404,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $534,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000590341025B, Location: 3.4 MI S JASPER CL (Lat: 31.771906, Lng: -89.056844), Route carried "on" structure: Interstate 59, Year Built: 1964, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 8,500 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 12,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: CO RD, NORFOLK S RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.171, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 74.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.73m (38.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $404,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $534,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000590341025B, Location: 3.4 MI S JASPER CL (Lat: 31.771906, Lng: -89.056844), Route carried "on" structure: Interstate 59, Year Built: 1964, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 8,500 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 12,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: CO RD, NORFOLK S RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.171, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 74.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.73m (38.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $404,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $534,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000110311173, Location: 0.3 MI N JONES CL (Lat: 31.826839, Lng: -89.001367), Route carried "on" structure: US 11, Year Built: 1936, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,300 (year 2040), Design Load: H 15, Features Intersected: BIG BOGUE HOMA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.710, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.08m (23.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $649,000,000, Roadway Improvement Cost: $65,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21000110311173, Location: 0.3 MI N JONES CL (Lat: 31.826839, Lng: -89.001367), Route carried "on" structure: US 11, Year Built: 1936, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,300 (year 2040), Design Load: H 15, Features Intersected: BIG BOGUE HOMA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.710, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.08m (23.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $649,000,000, Roadway Improvement Cost: $65,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21000110311177, Location: 0.7 MI N JONES CL (Lat: 31.831794, Lng: -88.999039), Route carried "on" structure: US 11, Year Built: 1936, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,300 (year 2040), Design Load: H 15, Features Intersected: LAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.300, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 51.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.05m (13.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $315,000,000, Roadway Improvement Cost: $32,000,000, Total Project Cost: $939,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21000110311177, Location: 0.7 MI N JONES CL (Lat: 31.831794, Lng: -88.999039), Route carried "on" structure: US 11, Year Built: 1936, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,300 (year 2040), Design Load: H 15, Features Intersected: LAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.300, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 51.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.05m (13.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $315,000,000, Roadway Improvement Cost: $32,000,000, Total Project Cost: $939,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21000110341127, Location: 7.5 MI N US 84 (Lat: 31.773808, Lng: -89.045689), Route carried "on" structure: US 11, Year Built: 1937, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 4,500 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 4,500 (year 2040), Design Load: H 15, Features Intersected: REEDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.073, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.05m (13.29ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2020, Underwater Inspection Date: April 2019, Bridge Improvement Cost: $315,000,000, Roadway Improvement Cost: $32,000,000, Total Project Cost: $939,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21000110341127, Location: 7.5 MI N US 84 (Lat: 31.773808, Lng: -89.045689), Route carried "on" structure: US 11, Year Built: 1937, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 4,500 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 4,500 (year 2040), Design Load: H 15, Features Intersected: REEDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.073, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.05m (13.29ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: January 2020, Underwater Inspection Date: April 2019, Bridge Improvement Cost: $315,000,000, Roadway Improvement Cost: $32,000,000, Total Project Cost: $939,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21000110341168, Location: 0.1 MI S JASPER CL (Lat: 31.819594, Lng: -89.004772), Route carried "on" structure: US 11, Year Built: 1937, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,300 (year 2040), Design Load: H 15, Features Intersected: MCGILLIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.643, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
Structure Number: 21000110341168, Location: 0.1 MI S JASPER CL (Lat: 31.819594, Lng: -89.004772), Route carried "on" structure: US 11, Year Built: 1937, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,300 (year 2040), Design Load: H 15, Features Intersected: MCGILLIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.643, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
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Structure Number: 41000590311071, Location: 1.3 MI N JONES CL (Lat: 31.837664, Lng: -89.049383), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 310 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 310 (year 2040), Design Load: HS 15, Features Intersected: I 59, Facility Carried by Structure: COUNTY ROAD 333
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.138, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.54m (31.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $303,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $583,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 41000590311071, Location: 1.3 MI N JONES CL (Lat: 31.837664, Lng: -89.049383), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 310 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 310 (year 2040), Design Load: HS 15, Features Intersected: I 59, Facility Carried by Structure: COUNTY ROAD 333
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.138, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.54m (31.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $303,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $583,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 41000590341034, Location: 2.5 MI S JASPER CL (Lat: 31.784725, Lng: -89.055842), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 3,300 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,300 (year 2040), Design Load: HS 20, Features Intersected: I 59, Facility Carried by Structure: SANDERSVILLE INTCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.870, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, 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: 41000590341034, Location: 2.5 MI S JASPER CL (Lat: 31.784725, Lng: -89.055842), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 3,300 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,300 (year 2040), Design Load: HS 20, Features Intersected: I 59, Facility Carried by Structure: SANDERSVILLE INTCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.870, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, 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: 41000590341054, Location: 0.5 MI S JASPER CL (Lat: 31.813408, Lng: -89.052103), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 9.88m (32.41ft), Average Daily Traffic: 290 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 290 (year 2040), Design Load: H 15, Features Intersected: I 59, Facility Carried by Structure: BONNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 50.6 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, Underclear: Somewhat better than minimum adequacy, 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: 41000590341054, Location: 0.5 MI S JASPER CL (Lat: 31.813408, Lng: -89.052103), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 9.88m (32.41ft), Average Daily Traffic: 290 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 290 (year 2040), Design Load: H 15, Features Intersected: I 59, Facility Carried by Structure: BONNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 50.6 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, Underclear: Somewhat better than minimum adequacy, 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: SA3400000000157, Location: SEC 2 T 9N R10W (Lat: 31.774722, Lng: -88.968833), Route carried "on" structure: County highway 77, Year Built: 2000, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 60 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 90 (year 2038), Design Load: HS 20, Features Intersected: PINEY CREEK, Facility Carried by Structure: DAVENPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, 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: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very 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: 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: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3400000000157, Location: SEC 2 T 9N R10W (Lat: 31.774722, Lng: -88.968833), Route carried "on" structure: County highway 77, Year Built: 2000, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 60 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 90 (year 2038), Design Load: HS 20, Features Intersected: PINEY CREEK, Facility Carried by Structure: DAVENPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, 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: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very 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: 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: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA3400000000158, Location: SEC 8 T 9N R10W B (Lat: 31.768117, Lng: -89.023706), Route carried "on" structure: County highway 249, Year Built: 1963, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 956 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 1,431 (year 2042), Design Load: H 15, Features Intersected: BOGUE HOMA CREEK, Facility Carried by Structure: P'GROVE-S'VILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.529, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 23.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $875,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,000,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA3400000000158, Location: SEC 8 T 9N R10W B (Lat: 31.768117, Lng: -89.023706), Route carried "on" structure: County highway 249, Year Built: 1963, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 956 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 1,431 (year 2042), Design Load: H 15, Features Intersected: BOGUE HOMA CREEK, Facility Carried by Structure: P'GROVE-S'VILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.529, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 23.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $875,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,000,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA3400000000159, Location: SEC 8 T 9N R10W B (Lat: 31.768000, Lng: -89.021778), Route carried "on" structure: County highway 249, Year Built: 1997, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 4,500 (year 2040), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: P'GROVE-S'VILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.851, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, 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: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $25,000, Total Project Cost: $314,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3400000000159, Location: SEC 8 T 9N R10W B (Lat: 31.768000, Lng: -89.021778), Route carried "on" structure: County highway 249, Year Built: 1997, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 4,500 (year 2040), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: P'GROVE-S'VILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.851, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, 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: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $25,000, Total Project Cost: $314,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA3400000000161, Location: SEC 15 T 9N R10W B (Lat: 31.754722, Lng: -88.990694), Route carried "on" structure: County highway 249, Year Built: 2005, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 900 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,350 (year 2038), Design Load: HS 20, Features Intersected: LITTLE BOGUE HOMA RELIEF, Facility Carried by Structure: P'GROVE-S'VILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.552, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3400000000161, Location: SEC 15 T 9N R10W B (Lat: 31.754722, Lng: -88.990694), Route carried "on" structure: County highway 249, Year Built: 2005, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 900 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,350 (year 2038), Design Load: HS 20, Features Intersected: LITTLE BOGUE HOMA RELIEF, Facility Carried by Structure: P'GROVE-S'VILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.552, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA3400000000162, Location: SEC 15 T 9N R10W B (Lat: 31.753694, Lng: -88.987056), Route carried "on" structure: County highway 249, Year Built: 2005, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 900 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,350 (year 2038), Design Load: HS 20, Features Intersected: LITTLE BOGUE HOMA CREEK, Facility Carried by Structure: P'GROVE-S'VILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.874, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 64.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3400000000162, Location: SEC 15 T 9N R10W B (Lat: 31.753694, Lng: -88.987056), Route carried "on" structure: County highway 249, Year Built: 2005, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 900 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,350 (year 2038), Design Load: HS 20, Features Intersected: LITTLE BOGUE HOMA CREEK, Facility Carried by Structure: P'GROVE-S'VILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.874, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 64.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA3400000000163, Location: SEC 16 T 9N R10W (Lat: 31.740861, Lng: -89.007778), Route carried "on" structure: County highway 58, Year Built: 2003, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 120 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 180 (year 2038), Design Load: HS 20, Features Intersected: LITTLE BOGUE HOMA RELIEF, Facility Carried by Structure: HOPSON TRAILER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.115, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very 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: 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: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3400000000163, Location: SEC 16 T 9N R10W (Lat: 31.740861, Lng: -89.007778), Route carried "on" structure: County highway 58, Year Built: 2003, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 120 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 180 (year 2038), Design Load: HS 20, Features Intersected: LITTLE BOGUE HOMA RELIEF, Facility Carried by Structure: HOPSON TRAILER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.115, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very 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: 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: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA3400000000164, Location: SEC 16 T 9N R10W (Lat: 31.741111, Lng: -89.009167), Route carried "on" structure: County highway 58, Year Built: 2003, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 120 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 180 (year 2038), Design Load: HS 20, Features Intersected: BOGUE HOMA CREEK, Facility Carried by Structure: HOPSON TRAILER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.276, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 59.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3400000000164, Location: SEC 16 T 9N R10W (Lat: 31.741111, Lng: -89.009167), Route carried "on" structure: County highway 58, Year Built: 2003, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 120 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 180 (year 2038), Design Load: HS 20, Features Intersected: BOGUE HOMA CREEK, Facility Carried by Structure: HOPSON TRAILER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.276, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 59.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA3400000000169, Location: SEC 1 T 9N R11W B (Lat: 31.778639, Lng: -89.046389), Route carried "on" structure: County highway 67, Year Built: 1988, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2038), Design Load: HS 20, Features Intersected: REEDY CREEK, Facility Carried by Structure: HAWKES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3400000000169, Location: SEC 1 T 9N R11W B (Lat: 31.778639, Lng: -89.046389), Route carried "on" structure: County highway 67, Year Built: 1988, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2038), Design Load: HS 20, Features Intersected: REEDY CREEK, Facility Carried by Structure: HAWKES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA3400000000205, Location: SEC 30 T10N R10W (Lat: 31.805833, Lng: -89.038056), Route carried "on" structure: County highway 82, Year Built: 1995, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2038), Design Load: HS 20, Features Intersected: REEDY CK, Facility Carried by Structure: BONNER CEMETARY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very 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: 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 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3400000000205, Location: SEC 30 T10N R10W (Lat: 31.805833, Lng: -89.038056), Route carried "on" structure: County highway 82, Year Built: 1995, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2038), Design Load: HS 20, Features Intersected: REEDY CK, Facility Carried by Structure: BONNER CEMETARY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very 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: 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 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA3400000000206, Location: SEC 33 T10N R10W B (Lat: 31.791444, Lng: -89.011028), Route carried "on" structure: County highway 122, Year Built: 1982, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 2,550 (year 2038), Design Load: HS 20, Features Intersected: BOGUE HOMA RELIEF, Facility Carried by Structure: FLORENCE CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3400000000206, Location: SEC 33 T10N R10W B (Lat: 31.791444, Lng: -89.011028), Route carried "on" structure: County highway 122, Year Built: 1982, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 2,550 (year 2038), Design Load: HS 20, Features Intersected: BOGUE HOMA RELIEF, Facility Carried by Structure: FLORENCE CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA3400000000207, Location: SEC 33 T10N R10W B (Lat: 31.791444, Lng: -89.006694), Route carried "on" structure: County highway 122, Year Built: 1982, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 2,550 (year 2038), Design Load: HS 20, Features Intersected: BOGUE HOMA, Facility Carried by Structure: FLORENCE CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3400000000207, Location: SEC 33 T10N R10W B (Lat: 31.791444, Lng: -89.006694), Route carried "on" structure: County highway 122, Year Built: 1982, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 2,550 (year 2038), Design Load: HS 20, Features Intersected: BOGUE HOMA, Facility Carried by Structure: FLORENCE CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA3400000000208, Location: SEC 33 T10N R10W B (Lat: 31.791472, Lng: -89.003667), Route carried "on" structure: County highway 122, Year Built: 1982, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 2,550 (year 2038), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: FLORENCE CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3400000000208, Location: SEC 33 T10N R10W B (Lat: 31.791472, Lng: -89.003667), Route carried "on" structure: County highway 122, Year Built: 1982, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 2,550 (year 2038), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: FLORENCE CHURCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA3400000000209, Location: SEC 34 T10N R10W B (Lat: 31.788056, Lng: -88.978056), Route carried "on" structure: County highway 1221, Year Built: 2007, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 560 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 840 (year 2038), Design Load: HS 20, Features Intersected: LITTLE BOGUE RELIEF, Facility Carried by Structure: SANDERSVLE EUCUTTA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.149, 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 or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 78.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA3400000000209, Location: SEC 34 T10N R10W B (Lat: 31.788056, Lng: -88.978056), Route carried "on" structure: County highway 1221, Year Built: 2007, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 560 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 840 (year 2038), Design Load: HS 20, Features Intersected: LITTLE BOGUE RELIEF, Facility Carried by Structure: SANDERSVLE EUCUTTA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.149, 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 or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 78.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA340000000021, Location: SEC 35 T10N R10W B (Lat: 31.787642, Lng: -88.976172), Route carried "on" structure: County highway 122, Year Built: 2007, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 560 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 840 (year 2038), Design Load: HS 20, Features Intersected: LITTLE BOGUE CREEK, Facility Carried by Structure: SANDERSVLE EUCUTTA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 4, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 78.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA340000000021, Location: SEC 35 T10N R10W B (Lat: 31.787642, Lng: -88.976172), Route carried "on" structure: County highway 122, Year Built: 2007, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 560 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 840 (year 2038), Design Load: HS 20, Features Intersected: LITTLE BOGUE CREEK, Facility Carried by Structure: SANDERSVLE EUCUTTA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 4, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 78.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA340000000A16, Location: SEC 8 T 9N R10W B (Lat: 31.767569, Lng: -89.016342), Route carried "on" structure: County highway 249, Year Built: 2018, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 900 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 990 (year 2040), Design Load: HS 20, Features Intersected: RELIEF FOR DRY CREEK, Facility Carried by Structure: P'GROVE-S'VILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.334, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 98.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: SA340000000A16, Location: SEC 8 T 9N R10W B (Lat: 31.767569, Lng: -89.016342), Route carried "on" structure: County highway 249, Year Built: 2018, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 900 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 990 (year 2040), Design Load: HS 20, Features Intersected: RELIEF FOR DRY CREEK, Facility Carried by Structure: P'GROVE-S'VILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.334, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 98.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: SA340000000A165, Location: SEC 20 T 9N R10W (Lat: 31.736889, Lng: -89.020639), Route carried "on" structure: County highway 60, Year Built: 2018, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 150 (year 2040), Design Load: HL 93, Features Intersected: BOGUE HOMA CREEK, Facility Carried by Structure: RED HILL CROSS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA340000000A165, Location: SEC 20 T 9N R10W (Lat: 31.736889, Lng: -89.020639), Route carried "on" structure: County highway 60, Year Built: 2018, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 150 (year 2040), Design Load: HL 93, Features Intersected: BOGUE HOMA CREEK, Facility Carried by Structure: RED HILL CROSS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA340000000A166, Location: SEC 20 T 9N R10W (Lat: 31.735833, Lng: -89.023444), Route carried "on" structure: County highway 60, Year Built: 2018, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 150 (year 2040), Design Load: HL 93, Features Intersected: REEDY CREEK, Facility Carried by Structure: RED HILL CROSS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA340000000A166, Location: SEC 20 T 9N R10W (Lat: 31.735833, Lng: -89.023444), Route carried "on" structure: County highway 60, Year Built: 2018, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 150 (year 2040), Design Load: HL 93, Features Intersected: REEDY CREEK, Facility Carried by Structure: RED HILL CROSS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA340000000A218, Location: SEC 36 T10N R11W B (Lat: 31.788083, Lng: -89.046753), Route carried "on" structure: County highway 254, Year Built: 2020, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 2,400 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 3,600 (year 2038), Design Load: HS 20, Features Intersected: MAYHAW BRANCH, Facility Carried by Structure: WEST MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.988, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: SA340000000A218, Location: SEC 36 T10N R11W B (Lat: 31.788083, Lng: -89.046753), Route carried "on" structure: County highway 254, Year Built: 2020, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 2,400 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 3,600 (year 2038), Design Load: HS 20, Features Intersected: MAYHAW BRANCH, Facility Carried by Structure: WEST MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.988, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 41000590311071, Location: 1.3 MI N JONES CL (Lat: 31.837439, Lng: -89.049981), Route carried "under" structure: Interstate 59, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 7,000 (year 2017), Truck Traffic: 10%, Features Intersected: I 59, Facility Carried by Structure: COUNTY ROAD 333
Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 28.065, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 41000590311071, Location: 1.3 MI N JONES CL (Lat: 31.837439, Lng: -89.049981), Route carried "under" structure: Interstate 59, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 7,000 (year 2017), Truck Traffic: 10%, Features Intersected: I 59, Facility Carried by Structure: COUNTY ROAD 333
Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 28.065, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.9m (85.0ft)
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Structure Number: 41000590311071, Location: 1.3 MI N JONES CL (Lat: 31.837561, Lng: -89.049669), Route carried "under" structure: Interstate 59, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 7,000 (year 2017), Truck Traffic: 10%, Features Intersected: I 59, Facility Carried by Structure: COUNTY ROAD 333
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 2.177, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.9m (85.0ft)
Structure Number: 41000590311071, Location: 1.3 MI N JONES CL (Lat: 31.837561, Lng: -89.049669), Route carried "under" structure: Interstate 59, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 7,000 (year 2017), Truck Traffic: 10%, Features Intersected: I 59, Facility Carried by Structure: COUNTY ROAD 333
Minimum Vertical Clearance: 4.87m (15.98ft), Kilometerpoint: 2.177, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.9m (85.0ft)
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Structure Number: 41000590341034, Location: 2.5 MI S JASPER CL (Lat: 31.784881, Lng: -89.055250), Route carried "under" structure: Interstate 59, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 7,500 (year 2017), Truck Traffic: 10%, Features Intersected: I 59, Facility Carried by Structure: SANDERSVILLE INTCH
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 49.618, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: 41000590341034, Location: 2.5 MI S JASPER CL (Lat: 31.784881, Lng: -89.055250), Route carried "under" structure: Interstate 59, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 7,500 (year 2017), Truck Traffic: 10%, Features Intersected: I 59, Facility Carried by Structure: SANDERSVILLE INTCH
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 49.618, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.0m (82.0ft)
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Structure Number: 41000590341034, Location: 2.5 MI S JASPER CL (Lat: 31.784800, Lng: -89.055539), Route carried "under" structure: Interstate 59, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 7,500 (year 2017), Truck Traffic: 10%, Features Intersected: I 59, Facility Carried by Structure: SANDERSVILLE INTCH
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 3.690, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: 41000590341034, Location: 2.5 MI S JASPER CL (Lat: 31.784800, Lng: -89.055539), Route carried "under" structure: Interstate 59, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 7,500 (year 2017), Truck Traffic: 10%, Features Intersected: I 59, Facility Carried by Structure: SANDERSVILLE INTCH
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 3.690, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.0m (82.0ft)
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Structure Number: 41000590341054, Location: 0.5 MI S JASPER CL (Lat: 31.813389, Lng: -89.052911), Route carried "under" structure: Interstate 59, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 7,000 (year 2017), Truck Traffic: 10%, Features Intersected: I 59, Facility Carried by Structure: BONNER ROAD
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 0.510, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 41000590341054, Location: 0.5 MI S JASPER CL (Lat: 31.813389, Lng: -89.052911), Route carried "under" structure: Interstate 59, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 7,000 (year 2017), Truck Traffic: 10%, Features Intersected: I 59, Facility Carried by Structure: BONNER ROAD
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 0.510, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 41000590341054, Location: 0.5 MI S JASPER CL (Lat: 31.813400, Lng: -89.052419), Route carried "under" structure: Interstate 59, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 7,000 (year 2017), Truck Traffic: 10%, Features Intersected: I 59, Facility Carried by Structure: BONNER ROAD
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 52.793, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 41000590341054, Location: 0.5 MI S JASPER CL (Lat: 31.813400, Lng: -89.052419), Route carried "under" structure: Interstate 59, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 7,000 (year 2017), Truck Traffic: 10%, Features Intersected: I 59, Facility Carried by Structure: BONNER ROAD
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 52.793, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.3m (69.9ft)