Bridge Statistics for Guntown, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 118ft / 36.0mTotal length
- $180,000Total costs
- 50,590Total average daily traffic
- 6,502Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Guntown
- No street view available for this location
- New bridges - historical statistics
- 31970-1979
- 71990-1999
- 22000-2009
- Bridge Condition - Deck
- 12.5%Very good
- 87.5%Good
- Bridge Condition - Superstructure
- 25.0%Very good
- 50.0%Good
- 25.0%Satisfactory
- Bridge Condition - Substructure
- 12.5%Very good
- 87.5%Good
- Bridge Condition - Channel
- 42.9%Very good
- 28.6%Good
- 28.6%Satisfactory
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Structure Number: 21000450412377, Location: 3.8 MI N SR 145 (Lat: 34.427783, Lng: -88.683614), Route carried "on" structure: US 45, Year Built: 1991, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 26,000 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 33,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.020, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 16 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, 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: November 2020
Structure Number: 21000450412377, Location: 3.8 MI N SR 145 (Lat: 34.427783, Lng: -88.683614), Route carried "on" structure: US 45, Year Built: 1991, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 26,000 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 33,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.020, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 16 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, 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: November 2020
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Structure Number: 31001450412404, Location: 1.5 MI N SR 348 (Lat: 34.467758, Lng: -88.657039), Route carried "on" structure: State highway 145, Year Built: 2005, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,600 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 20, Features Intersected: CAMPBELLTOWN CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.704, 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: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 31001450412404, Location: 1.5 MI N SR 348 (Lat: 34.467758, Lng: -88.657039), Route carried "on" structure: State highway 145, Year Built: 2005, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,600 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 20, Features Intersected: CAMPBELLTOWN CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.704, 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: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 31003480410185, Location: 2.0 MI W US 45 (Lat: 34.450711, Lng: -88.707875), Route carried "on" structure: State highway 348, Year Built: 2005, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,500 (year 2040), Design Load: HS 20, Features Intersected: EUCLAUTUBBA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.504, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31003480410185, Location: 2.0 MI W US 45 (Lat: 34.450711, Lng: -88.707875), Route carried "on" structure: State highway 348, Year Built: 2005, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,500 (year 2040), Design Load: HS 20, Features Intersected: EUCLAUTUBBA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.504, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31003480410206, Location: SR 348 OVER US 45 (Lat: 34.448508, Lng: -88.673128), Route carried "on" structure: State highway 348, Year Built: 1991, Status: Open, Structure Length: 9.52m (31.23ft), Average Daily Traffic: 5,200 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 5,200 (year 2040), Design Load: HS 20, Features Intersected: US 45
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.749, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31003480410206, Location: SR 348 OVER US 45 (Lat: 34.448508, Lng: -88.673128), Route carried "on" structure: State highway 348, Year Built: 1991, Status: Open, Structure Length: 9.52m (31.23ft), Average Daily Traffic: 5,200 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 5,200 (year 2040), Design Load: HS 20, Features Intersected: US 45
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.749, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 5570222P, Location: 2.8 MILES NORTH OF MS ROU (Lat: 34.411472, Lng: -88.628861), Route carried "on" structure: Federal lands road 1, Year Built: 1977, Status: Open, Structure Length: 4.10m (13.45ft), Average Daily Traffic: 1,080 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 1,188 (year 2031), Design Load: H 15, Features Intersected: COUNTY ROAD, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 440.156, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $1,000, Total Project Cost: $15,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5570222P, Location: 2.8 MILES NORTH OF MS ROU (Lat: 34.411472, Lng: -88.628861), Route carried "on" structure: Federal lands road 1, Year Built: 1977, Status: Open, Structure Length: 4.10m (13.45ft), Average Daily Traffic: 1,080 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 1,188 (year 2031), Design Load: H 15, Features Intersected: COUNTY ROAD, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 440.156, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $1,000, Total Project Cost: $15,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5570223P, Location: 4.2 MILES NORTH OF MS ROU (Lat: 34.417833, Lng: -88.609556), Route carried "on" structure: Federal lands road 1, Year Built: 1977, Status: Open, Structure Length: 4.13m (13.55ft), Average Daily Traffic: 1,080 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 1,188 (year 2031), Design Load: H 15, Features Intersected: COUNTY ROAD, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 442.409, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 46.3 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5570223P, Location: 4.2 MILES NORTH OF MS ROU (Lat: 34.417833, Lng: -88.609556), Route carried "on" structure: Federal lands road 1, Year Built: 1977, Status: Open, Structure Length: 4.13m (13.55ft), Average Daily Traffic: 1,080 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 1,188 (year 2031), Design Load: H 15, Features Intersected: COUNTY ROAD, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 442.409, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 46.3 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5570224P, Location: 5.0 MILES NORTH OF MS ROU (Lat: 34.423056, Lng: -88.596583), Route carried "on" structure: Federal lands road 1, Year Built: 1977, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 1,080 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 1,188 (year 2031), Design Load: H 15, Features Intersected: MANTACHIE CREEK, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 443.696, Lanes on structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.7m (38.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.3 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $110,000, Roadway Improvement Cost: $11,000, Total Project Cost: $165,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5570224P, Location: 5.0 MILES NORTH OF MS ROU (Lat: 34.423056, Lng: -88.596583), Route carried "on" structure: Federal lands road 1, Year Built: 1977, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 1,080 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 1,188 (year 2031), Design Load: H 15, Features Intersected: MANTACHIE CREEK, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 443.696, Lanes on structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.7m (38.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.3 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $110,000, Roadway Improvement Cost: $11,000, Total Project Cost: $165,000 ( Estimate for 2018), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA4100000000007, Location: SEC 8 T 7S R 6E (Lat: 34.479889, Lng: -88.689500), Route carried "on" structure: County highway 108, Year Built: 1998, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 10 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 20 (year 2035), Design Load: HS 20, Features Intersected: CAMBELLTOWN CREEK, Facility Carried by Structure: CR 2790
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, 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: 0.5m (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: Very good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA4100000000007, Location: SEC 8 T 7S R 6E (Lat: 34.479889, Lng: -88.689500), Route carried "on" structure: County highway 108, Year Built: 1998, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 10 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 20 (year 2035), Design Load: HS 20, Features Intersected: CAMBELLTOWN CREEK, Facility Carried by Structure: CR 2790
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, 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: 0.5m (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: Very good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA4100000000008, Location: SEC 9 T 7S R 6E (Lat: 34.479722, Lng: -88.680556), Route carried "on" structure: County highway 108, Year Built: 1998, Status: Open, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 10 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 20 (year 2035), Design Load: HS 20, Features Intersected: CAMPBELLTOWN CREEK BR, Facility Carried by Structure: CR 2790
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, 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: 0.5m (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: Good, Substructure: Good, Channel: Very good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA4100000000008, Location: SEC 9 T 7S R 6E (Lat: 34.479722, Lng: -88.680556), Route carried "on" structure: County highway 108, Year Built: 1998, Status: Open, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 10 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 20 (year 2035), Design Load: HS 20, Features Intersected: CAMPBELLTOWN CREEK BR, Facility Carried by Structure: CR 2790
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, 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: 0.5m (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: Good, Substructure: Good, Channel: Very good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA4100000000016, Location: SEC 22 T 7S R 6E (Lat: 34.460944, Lng: -88.658056), Route carried "on" structure: County highway 355, Year Built: 1995, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 30 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 45 (year 2036), Design Load: HS 20, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: SEARCY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, 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: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA4100000000016, Location: SEC 22 T 7S R 6E (Lat: 34.460944, Lng: -88.658056), Route carried "on" structure: County highway 355, Year Built: 1995, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 30 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 45 (year 2036), Design Load: HS 20, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: SEARCY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, 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: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31003480410206, Location: SR 348 OVER US 45 (Lat: 34.448389, Lng: -88.672769), Route carried "under" structure: US 45, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 5,500 (year 2017), Truck Traffic: 8%, Features Intersected: US 45, Facility Carried by Structure: SR 348
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 6.907, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 31003480410206, Location: SR 348 OVER US 45 (Lat: 34.448389, Lng: -88.672769), Route carried "under" structure: US 45, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 5,500 (year 2017), Truck Traffic: 8%, Features Intersected: US 45, Facility Carried by Structure: SR 348
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 6.907, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
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Structure Number: 31003480410206, Location: SR 348 OVER US 45 (Lat: 34.448300, Lng: -88.672500), Route carried "under" structure: US 45, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 5,500 (year 2017), Truck Traffic: 8%, Features Intersected: US 45, Facility Carried by Structure: SR 348
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 44.516, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)
Structure Number: 31003480410206, Location: SR 348 OVER US 45 (Lat: 34.448300, Lng: -88.672500), Route carried "under" structure: US 45, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 5,500 (year 2017), Truck Traffic: 8%, Features Intersected: US 45, Facility Carried by Structure: SR 348
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 44.516, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)