Bridge Statistics for Columbus, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 116Number of bridges
- 3,064ft / 934mTotal length
- $13,012,118,000Total costs
- 991,025Total average daily traffic
- 103,672Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Columbus
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 11940-1949
- 81950-1959
- 261960-1969
- 301970-1979
- 241980-1989
- 171990-1999
- 52000-2009
- 22010-2019
- Bridge Condition - Deck
- 1.3%Excellent
- 12.8%Very good
- 46.2%Good
- 33.3%Satisfactory
- 5.1%Fair
- 1.3%Poor
- Bridge Condition - Superstructure
- 1.3%Excellent
- 55.1%Very good
- 33.3%Good
- 7.7%Satisfactory
- 2.6%Fair
- Bridge Condition - Substructure
- 24.4%Very good
- 61.5%Good
- 11.5%Satisfactory
- 1.3%Fair
- 1.3%Serious
- Bridge Condition - Channel
- 10.1%Excellent
- 31.6%Very good
- 30.4%Good
- 24.1%Satisfactory
- 3.8%Fair
- Bridge Condition - Culverts
- 45.5%Very good
- 54.5%Good
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Structure Number: 21000820441790B, Location: 2.1 MI E SR 50/SR 12 (Lat: 33.508586, Lng: -88.343489), Route carried "on" structure: US 82, Year Built: 1989, Status: Open, Structure Length: 6.14m (20.14ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 5,500 (year 2040), Design Load: HS 20, Features Intersected: MAGBY CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.078, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, 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: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 57.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 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: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000820441790B, Location: 2.1 MI E SR 50/SR 12 (Lat: 33.508586, Lng: -88.343489), Route carried "on" structure: US 82, Year Built: 1989, Status: Open, Structure Length: 6.14m (20.14ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 5,500 (year 2040), Design Load: HS 20, Features Intersected: MAGBY CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.078, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, 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: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 57.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 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: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000820441793A, Location: 2.4 MI E SR 50/SR 12 (Lat: 33.509114, Lng: -88.336850), Route carried "on" structure: US 82, Year Built: 1989, Status: Open, Structure Length: 6.01m (19.72ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 4,650 (year 2040), Design Load: HS 20, Features Intersected: MILLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.687, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.6 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000820441793A, Location: 2.4 MI E SR 50/SR 12 (Lat: 33.509114, Lng: -88.336850), Route carried "on" structure: US 82, Year Built: 1989, Status: Open, Structure Length: 6.01m (19.72ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 4,650 (year 2040), Design Load: HS 20, Features Intersected: MILLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.687, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.6 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000820441793B, Location: 2.4 MI E SR 50/SR 12 (Lat: 33.508850, Lng: -88.337472), Route carried "on" structure: US 82, Year Built: 1989, Status: Open, Structure Length: 6.01m (19.72ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 5,500 (year 2040), Design Load: HS 20, Features Intersected: MILLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.639, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.6 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000820441793B, Location: 2.4 MI E SR 50/SR 12 (Lat: 33.508850, Lng: -88.337472), Route carried "on" structure: US 82, Year Built: 1989, Status: Open, Structure Length: 6.01m (19.72ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 5,500 (year 2040), Design Load: HS 20, Features Intersected: MILLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.639, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.6 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28000820441669A, Location: 7.8 MI E US 45A (Lat: 33.478372, Lng: -88.528139), Route carried "on" structure: ServiceOther road 82, Year Built: 1935, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 310 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 310 (year 2040), Design Load: H 15, Features Intersected: MAYO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.561, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 3.02m (9.91ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $94,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $280,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 28000820441669A, Location: 7.8 MI E US 45A (Lat: 33.478372, Lng: -88.528139), Route carried "on" structure: ServiceOther road 82, Year Built: 1935, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 310 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 310 (year 2040), Design Load: H 15, Features Intersected: MAYO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.561, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 3.02m (9.91ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $94,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $280,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31000120441831, Location: 0.8 MI N SR 50 (Lat: 33.531147, Lng: -88.363989), Route carried "on" structure: State highway 12, Year Built: 1999, Status: Open, Structure Length: 2.14m (7.02ft), Average Daily Traffic: 6,300 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,300 (year 2040), Design Load: HS 20, Features Intersected: BONNY SLOUGH TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.797, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 31000120441831, Location: 0.8 MI N SR 50 (Lat: 33.531147, Lng: -88.363989), Route carried "on" structure: State highway 12, Year Built: 1999, Status: Open, Structure Length: 2.14m (7.02ft), Average Daily Traffic: 6,300 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,300 (year 2040), Design Load: HS 20, Features Intersected: BONNY SLOUGH TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.797, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 31000120441836, Location: 1.3 MI N SR 50 (Lat: 33.538336, Lng: -88.361972), Route carried "on" structure: State highway 12, Year Built: 1999, Status: Open, Structure Length: 6.14m (20.14ft), Average Daily Traffic: 6,300 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,300 (year 2040), Design Load: HS 20, Features Intersected: BONNY SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.627, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000120441836, Location: 1.3 MI N SR 50 (Lat: 33.538336, Lng: -88.361972), Route carried "on" structure: State highway 12, Year Built: 1999, Status: Open, Structure Length: 6.14m (20.14ft), Average Daily Traffic: 6,300 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,300 (year 2040), Design Load: HS 20, Features Intersected: BONNY SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.627, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000120441843, Location: 2.0 MI N SR 50 (Lat: 33.547214, Lng: -88.363425), Route carried "on" structure: State highway 12, Year Built: 1999, Status: Open, Structure Length: 50.65m (166.17ft), Average Daily Traffic: 6,300 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,300 (year 2040), Design Load: HS 20, Features Intersected: LUXAPALLILA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.677, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 32, Length of Maximum Span: 38.6m (126.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000120441843, Location: 2.0 MI N SR 50 (Lat: 33.547214, Lng: -88.363425), Route carried "on" structure: State highway 12, Year Built: 1999, Status: Open, Structure Length: 50.65m (166.17ft), Average Daily Traffic: 6,300 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,300 (year 2040), Design Load: HS 20, Features Intersected: LUXAPALLILA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.677, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 32, Length of Maximum Span: 38.6m (126.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000120441849, Location: 2.6 MI N SR 50 (Lat: 33.555403, Lng: -88.368158), Route carried "on" structure: State highway 12, Year Built: 1999, Status: Open, Structure Length: 16.81m (55.15ft), Average Daily Traffic: 6,300 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,300 (year 2040), Design Load: HS 20, Features Intersected: LUXAPALLILA RR DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.695, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 10, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 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, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000120441849, Location: 2.6 MI N SR 50 (Lat: 33.555403, Lng: -88.368158), Route carried "on" structure: State highway 12, Year Built: 1999, Status: Open, Structure Length: 16.81m (55.15ft), Average Daily Traffic: 6,300 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 6,300 (year 2040), Design Load: HS 20, Features Intersected: LUXAPALLILA RR DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.695, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 10, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 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, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000500130834, Location: CLAY/LOWNDES CL (Lat: 33.586689, Lng: -88.491561), Route carried "on" structure: State highway 50, Year Built: 1981, Status: Open, Structure Length: 97.60m (320.21ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,600 (year 2040), Design Load: HS 20, Features Intersected: TENN TOM WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.182, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Navigation Control: Yes ( Vertical Clearance: 14.0m (45.9ft), Horizontal Clearance: 91.0m (298.6ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 22, Length of Maximum Span: 121.9m (399.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000500130834, Location: CLAY/LOWNDES CL (Lat: 33.586689, Lng: -88.491561), Route carried "on" structure: State highway 50, Year Built: 1981, Status: Open, Structure Length: 97.60m (320.21ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,600 (year 2040), Design Load: HS 20, Features Intersected: TENN TOM WATERWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.182, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Navigation Control: Yes ( Vertical Clearance: 14.0m (45.9ft), Horizontal Clearance: 91.0m (298.6ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 22, Length of Maximum Span: 121.9m (399.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2020, Underwater Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000500440847, Location: 2.1 MI W SR 373 (Lat: 33.578975, Lng: -88.473358), Route carried "on" structure: State highway 50, Year Built: 1959, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,600 (year 2040), Design Load: HS 20, Features Intersected: TOMBIGBEE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.924, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, 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: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 69.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.75m (31.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $307,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $507,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31000500440847, Location: 2.1 MI W SR 373 (Lat: 33.578975, Lng: -88.473358), Route carried "on" structure: State highway 50, Year Built: 1959, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,600 (year 2040), Design Load: HS 20, Features Intersected: TOMBIGBEE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.924, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, 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: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 69.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.75m (31.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $307,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $507,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31000500440857, Location: 1.1 MI W SR 373 (Lat: 33.573628, Lng: -88.456272), Route carried "on" structure: State highway 50, Year Built: 1959, Status: Open, Structure Length: 17.07m (56.00ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: TOMBIGBEE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.618, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, 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: 9.1m (29.9ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 69.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.07m (56.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $538,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $774,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31000500440857, Location: 1.1 MI W SR 373 (Lat: 33.573628, Lng: -88.456272), Route carried "on" structure: State highway 50, Year Built: 1959, Status: Open, Structure Length: 17.07m (56.00ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,600 (year 2040), Design Load: HS 20+Mod, Features Intersected: TOMBIGBEE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.618, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, 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: 9.1m (29.9ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 69.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.07m (56.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $538,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $774,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31000690440097, Location: 9.7 MI N ALA ST LINE (Lat: 33.457253, Lng: -88.388414), Route carried "on" structure: State highway 69, Year Built: 1952, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 2,100 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.701, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: July 2020
Structure Number: 31000690440097, Location: 9.7 MI N ALA ST LINE (Lat: 33.457253, Lng: -88.388414), Route carried "on" structure: State highway 69, Year Built: 1952, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 2,100 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.701, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: July 2020
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Structure Number: 31000690440118, Location: 0.7 MI S SR 182 (Lat: 33.487081, Lng: -88.389122), Route carried "on" structure: State highway 69, Year Built: 1953, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 15,000 (year 2040), Design Load: HS 15, Features Intersected: MCCARY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.008, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.88m (22.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $630,000,000, Roadway Improvement Cost: $63,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31000690440118, Location: 0.7 MI S SR 182 (Lat: 33.487081, Lng: -88.389122), Route carried "on" structure: State highway 69, Year Built: 1953, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 14,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 15,000 (year 2040), Design Load: HS 15, Features Intersected: MCCARY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.008, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.88m (22.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $630,000,000, Roadway Improvement Cost: $63,000,000, 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: 31001820440081, Location: 1.4 MI E US 45A (Lat: 33.481314, Lng: -88.629322), Route carried "on" structure: State highway 182, Year Built: 1989, Status: Open, Structure Length: 13.22m (43.37ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,600 (year 2040), Design Load: HS 20, Features Intersected: CATALPA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.909, Lanes on structure: 2, 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: 1, Number Of Approach Spans: 8, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31001820440081, Location: 1.4 MI E US 45A (Lat: 33.481314, Lng: -88.629322), Route carried "on" structure: State highway 182, Year Built: 1989, Status: Open, Structure Length: 13.22m (43.37ft), Average Daily Traffic: 1,500 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,600 (year 2040), Design Load: HS 20, Features Intersected: CATALPA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.909, Lanes on structure: 2, 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: 1, Number Of Approach Spans: 8, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31001820440173, Location: 0.7 MI E US 45 SOUTH (Lat: 33.482981, Lng: -88.473508), Route carried "on" structure: State highway 182, Year Built: 2011, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 870 (year 2020), Truck Traffic: 46%, Average Future Daily Traffic: 990 (year 2040), Design Load: HL 93, Features Intersected: TENN-TOM RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.097, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 18, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31001820440173, Location: 0.7 MI E US 45 SOUTH (Lat: 33.482981, Lng: -88.473508), Route carried "on" structure: State highway 182, Year Built: 2011, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 870 (year 2020), Truck Traffic: 46%, Average Future Daily Traffic: 990 (year 2040), Design Load: HL 93, Features Intersected: TENN-TOM RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.097, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 18, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31001820440183, Location: 1.7 MI E US 45 SOUTH (Lat: 33.486244, Lng: -88.456922), Route carried "on" structure: State highway 182, Year Built: 2011, Status: Open, Structure Length: 9.80m (32.15ft), Average Daily Traffic: 870 (year 2020), Truck Traffic: 46%, Average Future Daily Traffic: 990 (year 2040), Design Load: HL 93, Features Intersected: TENN-TOM RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.687, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 18, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31001820440183, Location: 1.7 MI E US 45 SOUTH (Lat: 33.486244, Lng: -88.456922), Route carried "on" structure: State highway 182, Year Built: 2011, Status: Open, Structure Length: 9.80m (32.15ft), Average Daily Traffic: 870 (year 2020), Truck Traffic: 46%, Average Future Daily Traffic: 990 (year 2040), Design Load: HL 93, Features Intersected: TENN-TOM RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.687, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 18, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31001820440189, Location: 0.7 MI W SR 69 (Lat: 33.489400, Lng: -88.445233), Route carried "on" structure: State highway 182, Year Built: 1953, Status: Posted for load, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 500 (year 2040), Design Load: HS 15, Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.554, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: September 2019, Bridge Improvement Cost: $65,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $226,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31001820440189, Location: 0.7 MI W SR 69 (Lat: 33.489400, Lng: -88.445233), Route carried "on" structure: State highway 182, Year Built: 1953, Status: Posted for load, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 500 (year 2040), Design Load: HS 15, Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.554, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 32.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Underwater Inspection Date: September 2019, Bridge Improvement Cost: $65,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $226,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31001820441716, Location: 0.1 MI W SR 69 (Lat: 33.493097, Lng: -88.435378), Route carried "on" structure: State highway 182, Year Built: 1994, Status: Open, Structure Length: 23.47m (77.00ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 540 (year 2040), Design Load: HS 20, Features Intersected: TOMBIGBEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.590, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 18, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 10, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2020, Underwater Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31001820441716, Location: 0.1 MI W SR 69 (Lat: 33.493097, Lng: -88.435378), Route carried "on" structure: State highway 182, Year Built: 1994, Status: Open, Structure Length: 23.47m (77.00ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 540 (year 2040), Design Load: HS 20, Features Intersected: TOMBIGBEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.590, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 18, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 10, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2020, Underwater Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31001820441759, Location: 1.5 MI E SR 69 (Lat: 33.493253, Lng: -88.363508), Route carried "on" structure: State highway 182, Year Built: 2009, Status: Open, Structure Length: 2.11m (6.92ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 16,000 (year 2040), Design Load: HS 20, Features Intersected: VERNON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.338, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 81.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.9 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: August 2020
Structure Number: 31001820441759, Location: 1.5 MI E SR 69 (Lat: 33.493253, Lng: -88.363508), Route carried "on" structure: State highway 182, Year Built: 2009, Status: Open, Structure Length: 2.11m (6.92ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 16,000 (year 2040), Design Load: HS 20, Features Intersected: VERNON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.338, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 81.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.9 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: August 2020
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Structure Number: 31001820441762, Location: 1.7 MI E SR 69 (Lat: 33.493203, Lng: -88.358325), Route carried "on" structure: State highway 182, Year Built: 1937, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 5,800 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 5,800 (year 2040), Design Load: H 15, Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.819, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $164,000,000, Roadway Improvement Cost: $16,000,000, Total Project Cost: $506,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31001820441762, Location: 1.7 MI E SR 69 (Lat: 33.493203, Lng: -88.358325), Route carried "on" structure: State highway 182, Year Built: 1937, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 5,800 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 5,800 (year 2040), Design Load: H 15, Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.819, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $164,000,000, Roadway Improvement Cost: $16,000,000, Total Project Cost: $506,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31007950440063, Location: 3.7 MI S SR 69 (Lat: 33.432672, Lng: -88.399758), Route carried "on" structure: State highway 795, Year Built: 1994, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 2,300 (year 2040), Design Load: HS 20, Features Intersected: CRAVENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.139, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, 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: August 2020
Structure Number: 31007950440063, Location: 3.7 MI S SR 69 (Lat: 33.432672, Lng: -88.399758), Route carried "on" structure: State highway 795, Year Built: 1994, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 2,300 (year 2040), Design Load: HS 20, Features Intersected: CRAVENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.139, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, 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: August 2020
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Structure Number: 31007950440083, Location: 1.7 MI S SR 69 (Lat: 33.460239, Lng: -88.401264), Route carried "on" structure: State highway 795, Year Built: 1994, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 2,300 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.397, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 81.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 31007950440083, Location: 1.7 MI S SR 69 (Lat: 33.460239, Lng: -88.401264), Route carried "on" structure: State highway 795, Year Built: 1994, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 2,300 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.397, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 81.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 31007950440084, Location: 1.6 MI S SR 69 (Lat: 33.461117, Lng: -88.401253), Route carried "on" structure: State highway 795, Year Built: 1994, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 2,300 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.495, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 47.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.7 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: July 2020
Structure Number: 31007950440084, Location: 1.6 MI S SR 69 (Lat: 33.461117, Lng: -88.401253), Route carried "on" structure: State highway 795, Year Built: 1994, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 2,300 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.495, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 47.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.7 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: July 2020
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Structure Number: 3100795044009, Location: 1.0 MI S SR 69 (Lat: 33.469589, Lng: -88.400986), Route carried "on" structure: State highway 795, Year Built: 1994, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 2,300 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.440, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 84.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: July 2020
Structure Number: 3100795044009, Location: 1.0 MI S SR 69 (Lat: 33.469589, Lng: -88.400986), Route carried "on" structure: State highway 795, Year Built: 1994, Status: Open, Structure Length: 1.05m (3.44ft), Average Daily Traffic: 2,300 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 2,300 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.440, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 84.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: July 2020
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Structure Number: 41000450441603, Location: 1.3 MI E JCT US 45S/US 82 (Lat: 33.489900, Lng: -88.470503), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 7.39m (24.25ft), Average Daily Traffic: 60 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 60 (year 2040), Design Load: HS 20, Features Intersected: US 45/US 82, Facility Carried by Structure: WEST POINT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.198, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $95,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $343,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 41000450441603, Location: 1.3 MI E JCT US 45S/US 82 (Lat: 33.489900, Lng: -88.470503), Route carried "on" structure: County highway , Year Built: 1967, Status: Open, Structure Length: 7.39m (24.25ft), Average Daily Traffic: 60 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 60 (year 2040), Design Load: HS 20, Features Intersected: US 45/US 82, Facility Carried by Structure: WEST POINT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.198, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $95,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $343,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA4400000000001, Location: SEC 22 T15S R17W (Lat: 33.743333, Lng: -88.312500), Route carried "on" structure: County highway 97, Year Built: 1983, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 75 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 112 (year 2037), Design Load: H 15, Features Intersected: HONNOL MILL CREEK, Facility Carried by Structure: WOLF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, 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: 1, 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: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 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: Better than present minimum criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $19,000, Total Project Cost: $30,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA4400000000001, Location: SEC 22 T15S R17W (Lat: 33.743333, Lng: -88.312500), Route carried "on" structure: County highway 97, Year Built: 1983, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 75 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 112 (year 2037), Design Load: H 15, Features Intersected: HONNOL MILL CREEK, Facility Carried by Structure: WOLF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, 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: 1, 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: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 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: Better than present minimum criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $19,000, Total Project Cost: $30,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA4400000000048, Location: SEC 23 T17S R18W B (Lat: 33.575000, Lng: -88.398333), Route carried "on" structure: County highway 761, Year Built: 1997, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 1,200 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,800 (year 2038), Design Load: HS 20, Features Intersected: BLACK CREEK, Facility Carried by Structure: JESS LYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, 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: 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: Excellent, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA4400000000048, Location: SEC 23 T17S R18W B (Lat: 33.575000, Lng: -88.398333), Route carried "on" structure: County highway 761, Year Built: 1997, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 1,200 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,800 (year 2038), Design Load: HS 20, Features Intersected: BLACK CREEK, Facility Carried by Structure: JESS LYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, 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: 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: Excellent, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA4400000000049, Location: SEC 26 T17S R18W B (Lat: 33.562222, Lng: -88.387639), Route carried "on" structure: County highway 761, Year Built: 1997, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 1,200 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,800 (year 2043), Design Load: HS 20, Features Intersected: BLACK CREEK, Facility Carried by Structure: JESS LYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.379, 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: 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: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.8 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA4400000000049, Location: SEC 26 T17S R18W B (Lat: 33.562222, Lng: -88.387639), Route carried "on" structure: County highway 761, Year Built: 1997, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 1,200 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,800 (year 2043), Design Load: HS 20, Features Intersected: BLACK CREEK, Facility Carried by Structure: JESS LYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.379, 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: 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: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.8 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA440000000005, Location: SEC 32 T17S R18W B (Lat: 33.538611, Lng: -88.439722), Route carried "on" structure: County highway 129, Year Built: 1972, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,500 (year 2038), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: HOLLY HILLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: Very good, Culverts: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: SA440000000005, Location: SEC 32 T17S R18W B (Lat: 33.538611, Lng: -88.439722), Route carried "on" structure: County highway 129, Year Built: 1972, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,000 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 1,500 (year 2038), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: HOLLY HILLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.701, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: Very good, Culverts: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: SA4400000000051, Location: SEC 35 T17S R18W (Lat: 33.542500, Lng: -88.384167), Route carried "on" structure: County highway 52, Year Built: 1965, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 250 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 375 (year 2043), Design Load: H 15, Features Intersected: BLACK CREEK, Facility Carried by Structure: BLACK CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $130,000, Total Project Cost: $220,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA4400000000051, Location: SEC 35 T17S R18W (Lat: 33.542500, Lng: -88.384167), Route carried "on" structure: County highway 52, Year Built: 1965, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 250 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 375 (year 2043), Design Load: H 15, Features Intersected: BLACK CREEK, Facility Carried by Structure: BLACK CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $130,000, Total Project Cost: $220,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA4400000000052, Location: SEC 36 T17S R19W B (Lat: 33.547222, Lng: -88.470278), Route carried "on" structure: County highway 1226, Year Built: 1989, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 460 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 720 (year 2038), Design Load: HS 20, Features Intersected: DITCH, Facility Carried by Structure: WAVERLY FERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.276, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, 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: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA4400000000052, Location: SEC 36 T17S R19W B (Lat: 33.547222, Lng: -88.470278), Route carried "on" structure: County highway 1226, Year Built: 1989, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 460 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 720 (year 2038), Design Load: HS 20, Features Intersected: DITCH, Facility Carried by Structure: WAVERLY FERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.276, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, 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: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA4400000000074, Location: SEC 8 T18N R18E B (Lat: 33.446111, Lng: -88.444722), Route carried "on" structure: County highway 275, Year Built: 1969, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 190 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 285 (year 2043), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: OLD MACON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.632, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, 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: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 79.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $10,000, Total Project Cost: $250,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA4400000000074, Location: SEC 8 T18N R18E B (Lat: 33.446111, Lng: -88.444722), Route carried "on" structure: County highway 275, Year Built: 1969, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 190 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 285 (year 2043), Design Load: H 15, Features Intersected: CREEK, Facility Carried by Structure: OLD MACON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.632, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, 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: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 79.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $10,000, Total Project Cost: $250,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA4400000000075, Location: SEC 11 T18N R18W B (Lat: 33.513528, Lng: -88.395639), Route carried "on" structure: City street 316, Year Built: 1955, Status: Posted for load, Structure Length: 12.80m (41.99ft), Average Daily Traffic: 4,000 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 6,000 (year 2043), Design Load: HS 15, Features Intersected: LUXAPALILA CREEK, Facility Carried by Structure: WATERWORKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, 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: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 24.0 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 13.63m (44.72ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2021, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $1,245,000, Roadway Improvement Cost: $996,000, Total Project Cost: $2,241,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
Structure Number: SA4400000000075, Location: SEC 11 T18N R18W B (Lat: 33.513528, Lng: -88.395639), Route carried "on" structure: City street 316, Year Built: 1955, Status: Posted for load, Structure Length: 12.80m (41.99ft), Average Daily Traffic: 4,000 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 6,000 (year 2043), Design Load: HS 15, Features Intersected: LUXAPALILA CREEK, Facility Carried by Structure: WATERWORKS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 6, 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: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 24.0 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 13.63m (44.72ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2021, Underwater Inspection Date: September 2020, Bridge Improvement Cost: $1,245,000, Roadway Improvement Cost: $996,000, Total Project Cost: $2,241,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA4400000000076, Location: SEC 16 T18N R18W (Lat: 33.503333, Lng: -88.431111), Route carried "on" structure: City street 983, Year Built: 1976, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 19,140 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 28,710 (year 2043), Design Load: HS 20, Features Intersected: MOORES CREEK, Facility Carried by Structure: FIFTH ST. NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable 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: SA4400000000076, Location: SEC 16 T18N R18W (Lat: 33.503333, Lng: -88.431111), Route carried "on" structure: City street 983, Year Built: 1976, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 19,140 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 28,710 (year 2043), Design Load: HS 20, Features Intersected: MOORES CREEK, Facility Carried by Structure: FIFTH ST. NORTH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable 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: SA440000000008, Location: SEC 7 T18S R17W (Lat: 33.518889, Lng: -88.363611), Route carried "on" structure: County highway 145, Year Built: 1987, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,000 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,500 (year 2043), Design Load: HS 20, Features Intersected: MAGBY CREEK, Facility Carried by Structure: LEHMBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.5m (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: Satisfactory, Channel: Excellent, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA440000000008, Location: SEC 7 T18S R17W (Lat: 33.518889, Lng: -88.363611), Route carried "on" structure: County highway 145, Year Built: 1987, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,000 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,500 (year 2043), Design Load: HS 20, Features Intersected: MAGBY CREEK, Facility Carried by Structure: LEHMBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.5m (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: Satisfactory, Channel: Excellent, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA4400000000081, Location: SEC 8 T18S R17W B (Lat: 33.509444, Lng: -88.337222), Route carried "on" structure: County highway 763, Year Built: 1970, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 2,000 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 3,000 (year 2043), Design Load: H 15, Features Intersected: SLOUGH, Facility Carried by Structure: MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.426, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $104,000, Roadway Improvement Cost: $200,000, Total Project Cost: $375,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA4400000000081, Location: SEC 8 T18S R17W B (Lat: 33.509444, Lng: -88.337222), Route carried "on" structure: County highway 763, Year Built: 1970, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 2,000 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 3,000 (year 2043), Design Load: H 15, Features Intersected: SLOUGH, Facility Carried by Structure: MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.426, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $104,000, Roadway Improvement Cost: $200,000, Total Project Cost: $375,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA4400000000082, Location: SEC 8 T18S R17W B (Lat: 33.516944, Lng: -88.338889), Route carried "on" structure: County highway 763, Year Built: 1970, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 3,000 (year 2038), Design Load: H 15, Features Intersected: MCBEE, Facility Carried by Structure: MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.231, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.85m (15.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $187,000, Roadway Improvement Cost: $200,000, Total Project Cost: $459,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA4400000000082, Location: SEC 8 T18S R17W B (Lat: 33.516944, Lng: -88.338889), Route carried "on" structure: County highway 763, Year Built: 1970, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 3,000 (year 2038), Design Load: H 15, Features Intersected: MCBEE, Facility Carried by Structure: MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.231, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.85m (15.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $187,000, Roadway Improvement Cost: $200,000, Total Project Cost: $459,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA4400000000086, Location: SEC 17 T18S R17W (Lat: 33.495000, Lng: -88.342222), Route carried "on" structure: County highway 37, Year Built: 1960, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2043), Design Load: H 15, Features Intersected: VERNON BRANCH, Facility Carried by Structure: PHILLIPS HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $80,000, Roadway Improvement Cost: $130,000, Total Project Cost: $250,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA4400000000086, Location: SEC 17 T18S R17W (Lat: 33.495000, Lng: -88.342222), Route carried "on" structure: County highway 37, Year Built: 1960, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2043), Design Load: H 15, Features Intersected: VERNON BRANCH, Facility Carried by Structure: PHILLIPS HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $80,000, Roadway Improvement Cost: $130,000, Total Project Cost: $250,000 ( Estimate for 2017), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA4400000000087, Location: SEC_19_T18S_R17W B (Lat: 33.488889, Lng: -88.362992), Route carried "on" structure: County highway 145, Year Built: 1992, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 800 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,200 (year 2043), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: LEHMBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.885, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable 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
Structure Number: SA4400000000087, Location: SEC_19_T18S_R17W B (Lat: 33.488889, Lng: -88.362992), Route carried "on" structure: County highway 145, Year Built: 1992, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 800 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,200 (year 2043), Design Load: HS 20, Features Intersected: CREEK, Facility Carried by Structure: LEHMBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.885, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable 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
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Structure Number: SA4400000000091, Location: SEC 4 T18S R18W B (Lat: 33.531667, Lng: -88.422778), Route carried "on" structure: County highway 129, Year Built: 1972, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,100 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 3,150 (year 2043), Design Load: HS 20, Features Intersected: MOORES CREEK, Facility Carried by Structure: BLUECUTT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, 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: 10.0m (32.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 71.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Structure Number: SA4400000000091, Location: SEC 4 T18S R18W B (Lat: 33.531667, Lng: -88.422778), Route carried "on" structure: County highway 129, Year Built: 1972, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,100 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 3,150 (year 2043), Design Load: HS 20, Features Intersected: MOORES CREEK, Facility Carried by Structure: BLUECUTT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, 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: 10.0m (32.8ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 71.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
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Structure Number: SA4400000000092, Location: SEC 5 T18S R18W (Lat: 33.525278, Lng: -88.438889), Route carried "on" structure: County highway 134, Year Built: 1976, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 600 (year 2043), Design Load: H 15, Features Intersected: DITCH, Facility Carried by Structure: WILKINS WISE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $22,000, Roadway Improvement Cost: $130,000, Total Project Cost: $220,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA4400000000092, Location: SEC 5 T18S R18W (Lat: 33.525278, Lng: -88.438889), Route carried "on" structure: County highway 134, Year Built: 1976, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 600 (year 2043), Design Load: H 15, Features Intersected: DITCH, Facility Carried by Structure: WILKINS WISE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $22,000, Roadway Improvement Cost: $130,000, Total Project Cost: $220,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA4400000000093, Location: SEC 9 T18S R18W (Lat: 33.521389, Lng: -88.425833), Route carried "on" structure: County highway 1080, Year Built: 1978, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,000 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,500 (year 2043), Design Load: HS 20, Features Intersected: MOORES CREEK, Facility Carried by Structure: WILLOWBROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Structure Number: SA4400000000093, Location: SEC 9 T18S R18W (Lat: 33.521389, Lng: -88.425833), Route carried "on" structure: County highway 1080, Year Built: 1978, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,000 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 1,500 (year 2043), Design Load: HS 20, Features Intersected: MOORES CREEK, Facility Carried by Structure: WILLOWBROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020