Bridge Statistics for Starkville, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 108Number of bridges
- 1,243ft / 379mTotal length
- $5,704,416,000Total costs
- 635,050Total average daily traffic
- 61,695Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Starkville
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 31940-1949
- 171960-1969
- 31970-1979
- 201980-1989
- 71990-1999
- 502000-2009
- 62010-2019
- Bridge Condition - Deck
- 1.5%Excellent
- 7.6%Very good
- 75.8%Good
- 15.2%Satisfactory
- Bridge Condition - Superstructure
- 1.5%Excellent
- 34.8%Very good
- 50.0%Good
- 9.1%Satisfactory
- 4.5%Fair
- Bridge Condition - Substructure
- 1.5%Excellent
- 13.6%Very good
- 62.1%Good
- 19.7%Satisfactory
- 1.5%Fair
- 1.5%Poor
- Bridge Condition - Channel
- 1.7%Excellent
- 21.7%Very good
- 41.7%Good
- 23.3%Satisfactory
- 10.0%Fair
- 1.7%Poor
- Bridge Condition - Culverts
- 27.8%Very good
- 72.2%Good
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Structure Number: 21000820531437, Location: 3.5 MI W SR 25 BYPASS (Lat: 33.469456, Lng: -88.908567), Route carried "on" structure: State highway 182, Year Built: 1935, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: H 15, Features Intersected: TRIM CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.771, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), 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: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.52m (18.11ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: March 2021, Other Special Inspection Date: March 2020, Bridge Improvement Cost: $484,000,000, Roadway Improvement Cost: $48,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21000820531437, Location: 3.5 MI W SR 25 BYPASS (Lat: 33.469456, Lng: -88.908567), Route carried "on" structure: State highway 182, Year Built: 1935, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: H 15, Features Intersected: TRIM CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.771, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.4m (89.9ft), 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: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.52m (18.11ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: March 2021, Other Special Inspection Date: March 2020, Bridge Improvement Cost: $484,000,000, Roadway Improvement Cost: $48,000,000, 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: 21000820531449, Location: 2.0 MI W SR 25 (Lat: 33.495097, Lng: -88.885567), Route carried "on" structure: US 82, Year Built: 2004, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 9,200 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 10,000 (year 2040), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.618, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 21000820531449, Location: 2.0 MI W SR 25 (Lat: 33.495097, Lng: -88.885567), Route carried "on" structure: US 82, Year Built: 2004, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 9,200 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 10,000 (year 2040), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.618, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 21000820531453, Location: 1.7 MI W SR 25 (Lat: 33.495119, Lng: -88.878975), Route carried "on" structure: US 82, Year Built: 2004, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 9,200 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 10,000 (year 2040), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.229, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 21000820531453, Location: 1.7 MI W SR 25 (Lat: 33.495119, Lng: -88.878975), Route carried "on" structure: US 82, Year Built: 2004, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 9,200 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 10,000 (year 2040), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.229, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 14 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 21000820531456A, Location: 1.3 MI W SR 25 (Lat: 33.495389, Lng: -88.871100), Route carried "on" structure: US 82, Year Built: 2004, Status: Open, Structure Length: 11.99m (39.34ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20, Features Intersected: TRIM CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.302, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 55.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000820531456A, Location: 1.3 MI W SR 25 (Lat: 33.495389, Lng: -88.871100), Route carried "on" structure: US 82, Year Built: 2004, Status: Open, Structure Length: 11.99m (39.34ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20, Features Intersected: TRIM CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.302, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 55.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000820531456B, Location: 1.3 MI W SR 25 (Lat: 33.495147, Lng: -88.872683), Route carried "on" structure: US 82, Year Built: 2004, Status: Open, Structure Length: 11.99m (39.34ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20, Features Intersected: TRIM CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.815, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000820531456B, Location: 1.3 MI W SR 25 (Lat: 33.495147, Lng: -88.872683), Route carried "on" structure: US 82, Year Built: 2004, Status: Open, Structure Length: 11.99m (39.34ft), Average Daily Traffic: 4,600 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 5,000 (year 2040), Design Load: HS 20, Features Intersected: TRIM CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.815, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000820531459, Location: 1.2 MI W SR 25 BYPASS (Lat: 33.461942, Lng: -88.872742), Route carried "on" structure: State highway 182, Year Built: 1935, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: H 15, Features Intersected: JOSEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.329, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), 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: 57.8 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $275,000,000, Roadway Improvement Cost: $28,000,000, Total Project Cost: $828,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21000820531459, Location: 1.2 MI W SR 25 BYPASS (Lat: 33.461942, Lng: -88.872742), Route carried "on" structure: State highway 182, Year Built: 1935, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: H 15, Features Intersected: JOSEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.329, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), 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: 57.8 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $275,000,000, Roadway Improvement Cost: $28,000,000, Total Project Cost: $828,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21000820531464, Location: 0.5 MI W SR 25 (Lat: 33.495200, Lng: -88.858739), Route carried "on" structure: US 82, Year Built: 2004, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 9,200 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 12,000 (year 2040), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.112, Lanes on structure: 4, 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 61.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 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: July 2020
Structure Number: 21000820531464, Location: 0.5 MI W SR 25 (Lat: 33.495200, Lng: -88.858739), Route carried "on" structure: US 82, Year Built: 2004, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 9,200 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 12,000 (year 2040), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.112, Lanes on structure: 4, 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 61.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 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: July 2020
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Structure Number: 21000820531466, Location: 0.3 MI W SR 25 (Lat: 33.495203, Lng: -88.854864), Route carried "on" structure: US 82, Year Built: 2004, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 9,200 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 12,000 (year 2040), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.471, Lanes on structure: 4, 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 69.5 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: 21000820531466, Location: 0.3 MI W SR 25 (Lat: 33.495203, Lng: -88.854864), Route carried "on" structure: US 82, Year Built: 2004, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 9,200 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 12,000 (year 2040), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.471, Lanes on structure: 4, 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 69.5 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: 2100082053148, Location: 0.4 MI W SR 389 (Lat: 33.495306, Lng: -88.831039), Route carried "on" structure: US 82, Year Built: 2004, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 21,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: JOSEY CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.686, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 14 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, Inventory Rating: 80.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 2100082053148, Location: 0.4 MI W SR 389 (Lat: 33.495306, Lng: -88.831039), Route carried "on" structure: US 82, Year Built: 2004, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 21,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: JOSEY CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.686, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 14 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, Inventory Rating: 80.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 21000820531499, Location: 2.6 MI W US 82 (Lat: 33.466103, Lng: -88.804858), Route carried "on" structure: State highway 182, Year Built: 1992, Status: Open, Structure Length: 6.81m (22.34ft), Average Daily Traffic: 9,300 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 12,000 (year 2040), Design Load: HS 20, Features Intersected: KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.694, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 18, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 25 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.8 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000820531499, Location: 2.6 MI W US 82 (Lat: 33.466103, Lng: -88.804858), Route carried "on" structure: State highway 182, Year Built: 1992, Status: Open, Structure Length: 6.81m (22.34ft), Average Daily Traffic: 9,300 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 12,000 (year 2040), Design Load: HS 20, Features Intersected: KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.694, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 18, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 25 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.8 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000820531500A, Location: 0.7 MI W SR 12 (Lat: 33.494217, Lng: -88.796397), Route carried "on" structure: US 82, Year Built: 2004, Status: Open, Structure Length: 4.96m (16.27ft), Average Daily Traffic: 6,000 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: HS 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.340, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.1 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000820531500A, Location: 0.7 MI W SR 12 (Lat: 33.494217, Lng: -88.796397), Route carried "on" structure: US 82, Year Built: 2004, Status: Open, Structure Length: 4.96m (16.27ft), Average Daily Traffic: 6,000 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: HS 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.340, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.1 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000820531500B, Location: 0.7 MI W SR 12 (Lat: 33.494111, Lng: -88.796875), Route carried "on" structure: US 82, Year Built: 2004, Status: Open, Structure Length: 4.96m (16.27ft), Average Daily Traffic: 6,000 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: HS 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.882, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000820531500B, Location: 0.7 MI W SR 12 (Lat: 33.494111, Lng: -88.796875), Route carried "on" structure: US 82, Year Built: 2004, Status: Open, Structure Length: 4.96m (16.27ft), Average Daily Traffic: 6,000 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: HS 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.882, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000820531504A, Location: 0.3 MI W SR 12 (Lat: 33.491558, Lng: -88.790833), Route carried "on" structure: US 82, Year Built: 2004, Status: Open, Structure Length: 6.26m (20.54ft), Average Daily Traffic: 6,000 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: HS 20, Features Intersected: OLD WEST POINT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.743, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), 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: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000820531504A, Location: 0.3 MI W SR 12 (Lat: 33.491558, Lng: -88.790833), Route carried "on" structure: US 82, Year Built: 2004, Status: Open, Structure Length: 6.26m (20.54ft), Average Daily Traffic: 6,000 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: HS 20, Features Intersected: OLD WEST POINT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.743, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), 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: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000820531504B, Location: 0.3 MI W SR 12 (Lat: 33.491736, Lng: -88.791606), Route carried "on" structure: US 82, Year Built: 2004, Status: Open, Structure Length: 6.30m (20.67ft), Average Daily Traffic: 6,000 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: HS 20, Features Intersected: OLD WEST POINT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.439, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 70.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.5 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000820531504B, Location: 0.3 MI W SR 12 (Lat: 33.491736, Lng: -88.791606), Route carried "on" structure: US 82, Year Built: 2004, Status: Open, Structure Length: 6.30m (20.67ft), Average Daily Traffic: 6,000 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 8,000 (year 2040), Design Load: HS 20, Features Intersected: OLD WEST POINT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.439, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 70.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.5 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000820531512A, Location: 0.5 MI E SR 12 (Lat: 33.483536, Lng: -88.780028), Route carried "on" structure: US 82, Year Built: 2004, Status: Open, Structure Length: 9.53m (31.27ft), Average Daily Traffic: 10,500 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 13,500 (year 2040), Design Load: HS 20, Features Intersected: PAT STATION RD & KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.401, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000820531512A, Location: 0.5 MI E SR 12 (Lat: 33.483536, Lng: -88.780028), Route carried "on" structure: US 82, Year Built: 2004, Status: Open, Structure Length: 9.53m (31.27ft), Average Daily Traffic: 10,500 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 13,500 (year 2040), Design Load: HS 20, Features Intersected: PAT STATION RD & KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.401, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000820531512B, Location: 0.5 MI E SR 12 (Lat: 33.483900, Lng: -88.781147), Route carried "on" structure: US 82, Year Built: 2004, Status: Open, Structure Length: 9.53m (31.27ft), Average Daily Traffic: 10,500 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 13,500 (year 2040), Design Load: HS 20, Features Intersected: PAT STATION RD & KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.746, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000820531512B, Location: 0.5 MI E SR 12 (Lat: 33.483900, Lng: -88.781147), Route carried "on" structure: US 82, Year Built: 2004, Status: Open, Structure Length: 9.53m (31.27ft), Average Daily Traffic: 10,500 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 13,500 (year 2040), Design Load: HS 20, Features Intersected: PAT STATION RD & KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.746, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 8, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000120531481, Location: 11.7 MI E CHOCTAW CL (Lat: 33.406608, Lng: -88.916950), Route carried "on" structure: State highway 12, Year Built: 1947, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 4,700 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,700 (year 2040), Design Load: H 15, Features Intersected: TALKING WARRIOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.778, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 43.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 31000120531481, Location: 11.7 MI E CHOCTAW CL (Lat: 33.406608, Lng: -88.916950), Route carried "on" structure: State highway 12, Year Built: 1947, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 4,700 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,700 (year 2040), Design Load: H 15, Features Intersected: TALKING WARRIOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.778, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 43.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 31000120531484, Location: 12.0 MI E CHOCTAW CL (Lat: 33.408928, Lng: -88.912661), Route carried "on" structure: State highway 12, Year Built: 1947, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 4,700 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,700 (year 2040), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.253, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 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: Good, Operating Rating: 35.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 31000120531484, Location: 12.0 MI E CHOCTAW CL (Lat: 33.408928, Lng: -88.912661), Route carried "on" structure: State highway 12, Year Built: 1947, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 4,700 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,700 (year 2040), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.253, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 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: Good, Operating Rating: 35.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 31000120531504, Location: 13.9 MI E CHOCTAW CL (Lat: 33.424172, Lng: -88.884539), Route carried "on" structure: State highway 12, Year Built: 1947, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 4,700 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,700 (year 2040), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.368, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.5 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: June 2020
Structure Number: 31000120531504, Location: 13.9 MI E CHOCTAW CL (Lat: 33.424172, Lng: -88.884539), Route carried "on" structure: State highway 12, Year Built: 1947, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 4,700 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,700 (year 2040), Design Load: H 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.368, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.5 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: June 2020
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Structure Number: 31000120531558, Location: 1.0 MI S US 82 (Lat: 33.454856, Lng: -88.801653), Route carried "on" structure: State highway 12, Year Built: 1962, Status: Open, Structure Length: 6.01m (19.72ft), Average Daily Traffic: 25,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 31,000 (year 2040), Design Load: HS 20, Features Intersected: OLD SR 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.093, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 83.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $230,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $418,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000120531558, Location: 1.0 MI S US 82 (Lat: 33.454856, Lng: -88.801653), Route carried "on" structure: State highway 12, Year Built: 1962, Status: Open, Structure Length: 6.01m (19.72ft), Average Daily Traffic: 25,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 31,000 (year 2040), Design Load: HS 20, Features Intersected: OLD SR 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.093, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 83.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $230,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $418,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000120531564A, Location: 0.4 MI S US 82 (Lat: 33.461753, Lng: -88.797158), Route carried "on" structure: State highway 12, Year Built: 1962, Status: Open, Structure Length: 4.73m (15.52ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 15,000 (year 2040), Design Load: HS 20, Features Intersected: LEE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.355, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.0 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: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $181,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $362,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000120531564A, Location: 0.4 MI S US 82 (Lat: 33.461753, Lng: -88.797158), Route carried "on" structure: State highway 12, Year Built: 1962, Status: Open, Structure Length: 4.73m (15.52ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 15,000 (year 2040), Design Load: HS 20, Features Intersected: LEE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.355, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.0 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: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $181,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $362,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000120531564B, Location: 0.4 MI S US 82 (Lat: 33.461256, Lng: -88.797072), Route carried "on" structure: State highway 12, Year Built: 1962, Status: Open, Structure Length: 4.73m (15.52ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 15,000 (year 2040), Design Load: HS 20, Features Intersected: LEE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.928, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.0 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: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $181,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $361,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000120531564B, Location: 0.4 MI S US 82 (Lat: 33.461256, Lng: -88.797072), Route carried "on" structure: State highway 12, Year Built: 1962, Status: Open, Structure Length: 4.73m (15.52ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 15,000 (year 2040), Design Load: HS 20, Features Intersected: LEE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.928, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.0 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: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $181,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $361,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000120531568A, Location: SR 12 OVER SR 182 (Lat: 33.467250, Lng: -88.797528), Route carried "on" structure: State highway 12, Year Built: 1962, Status: Open, Structure Length: 6.59m (21.62ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 15,000 (year 2040), Design Load: HS 20, Features Intersected: SR 182
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.742, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 19.8m (65.0ft), 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.58m (21.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $253,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $444,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000120531568A, Location: SR 12 OVER SR 182 (Lat: 33.467250, Lng: -88.797528), Route carried "on" structure: State highway 12, Year Built: 1962, Status: Open, Structure Length: 6.59m (21.62ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 15,000 (year 2040), Design Load: HS 20, Features Intersected: SR 182
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.742, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 19.8m (65.0ft), 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.58m (21.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $253,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $444,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000120531568B, Location: SR 12 OVER SR 182 (Lat: 33.466692, Lng: -88.797233), Route carried "on" structure: State highway 12, Year Built: 1962, Status: Open, Structure Length: 6.59m (21.62ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 15,000 (year 2040), Design Load: HS 20, Features Intersected: SR 182
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.534, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 19.8m (65.0ft), 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: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.58m (21.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $253,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $444,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000120531568B, Location: SR 12 OVER SR 182 (Lat: 33.466692, Lng: -88.797233), Route carried "on" structure: State highway 12, Year Built: 1962, Status: Open, Structure Length: 6.59m (21.62ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 15,000 (year 2040), Design Load: HS 20, Features Intersected: SR 182
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.534, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 19.8m (65.0ft), 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: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.58m (21.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $253,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $444,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000120531572A, Location: 0.3 MI N SR 182 (Lat: 33.472933, Lng: -88.797692), Route carried "on" structure: State highway 12, Year Built: 2004, Status: Open, Structure Length: 13.13m (43.08ft), Average Daily Traffic: 6,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: HS 20, Features Intersected: KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.108, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior 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: 31000120531572A, Location: 0.3 MI N SR 182 (Lat: 33.472933, Lng: -88.797692), Route carried "on" structure: State highway 12, Year Built: 2004, Status: Open, Structure Length: 13.13m (43.08ft), Average Daily Traffic: 6,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: HS 20, Features Intersected: KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.108, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior 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: 31000120531572B, Location: 0.3 MI N SR 182 (Lat: 33.471908, Lng: -88.797675), Route carried "on" structure: State highway 12, Year Built: 2004, Status: Open, Structure Length: 13.33m (43.73ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 15,000 (year 2040), Design Load: HS 20, Features Intersected: KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.115, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000120531572B, Location: 0.3 MI N SR 182 (Lat: 33.471908, Lng: -88.797675), Route carried "on" structure: State highway 12, Year Built: 2004, Status: Open, Structure Length: 13.33m (43.73ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 15,000 (year 2040), Design Load: HS 20, Features Intersected: KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.115, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 48.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000120531582, Location: 0.3 MI S US 82 (Lat: 33.485253, Lng: -88.790592), Route carried "on" structure: State highway 12, Year Built: 2004, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 15,000 (year 2040), Design Load: HS 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.784, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 63.5 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: 31000120531582, Location: 0.3 MI S US 82 (Lat: 33.485253, Lng: -88.790592), Route carried "on" structure: State highway 12, Year Built: 2004, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 15,000 (year 2040), Design Load: HS 20, Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.784, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 63.5 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: 31000120531585A, Location: SR 12 OVER US 82 (Lat: 33.488878, Lng: -88.786731), Route carried "on" structure: State highway 12, Year Built: 2004, Status: Open, Structure Length: 10.28m (33.73ft), Average Daily Traffic: 6,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: HS 20, Features Intersected: US 82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.003, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), 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: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000120531585A, Location: SR 12 OVER US 82 (Lat: 33.488878, Lng: -88.786731), Route carried "on" structure: State highway 12, Year Built: 2004, Status: Open, Structure Length: 10.28m (33.73ft), Average Daily Traffic: 6,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: HS 20, Features Intersected: US 82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.003, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), 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: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000120531585B, Location: SR 12 OVER US 82 (Lat: 33.488069, Lng: -88.787267), Route carried "on" structure: State highway 12, Year Built: 2004, Status: Open, Structure Length: 10.28m (33.73ft), Average Daily Traffic: 6,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: HS 20, Features Intersected: US 82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.224, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000120531585B, Location: SR 12 OVER US 82 (Lat: 33.488069, Lng: -88.787267), Route carried "on" structure: State highway 12, Year Built: 2004, Status: Open, Structure Length: 10.28m (33.73ft), Average Daily Traffic: 6,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: HS 20, Features Intersected: US 82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.224, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000250530626A, Location: 6.1 MI N WINSTON CL (Lat: 33.383514, Lng: -88.869525), Route carried "on" structure: State highway 25, Year Built: 2003, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 3,300 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 3,750 (year 2040), Design Load: HS 20, Features Intersected: TALKING WARRIOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.851, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000250530626A, Location: 6.1 MI N WINSTON CL (Lat: 33.383514, Lng: -88.869525), Route carried "on" structure: State highway 25, Year Built: 2003, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 3,300 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 3,750 (year 2040), Design Load: HS 20, Features Intersected: TALKING WARRIOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.851, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000250530626B, Location: 6.1 MI N WINSTON CL (Lat: 33.382667, Lng: -88.869536), Route carried "on" structure: State highway 25, Year Built: 2003, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 3,300 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 3,750 (year 2040), Design Load: HS 20, Features Intersected: TALKING WARRIOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.972, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000250530626B, Location: 6.1 MI N WINSTON CL (Lat: 33.382667, Lng: -88.869536), Route carried "on" structure: State highway 25, Year Built: 2003, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 3,300 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 3,750 (year 2040), Design Load: HS 20, Features Intersected: TALKING WARRIOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.972, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000250530635, Location: 7.0 MI N WINSTON CL (Lat: 33.394311, Lng: -88.861822), Route carried "on" structure: State highway 25, Year Built: 2003, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 6,600 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: HS 20, Features Intersected: TOBACCO JUICE CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.453, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State 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: 4.9m (16.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 82.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: July 2019
Structure Number: 31000250530635, Location: 7.0 MI N WINSTON CL (Lat: 33.394311, Lng: -88.861822), Route carried "on" structure: State highway 25, Year Built: 2003, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 6,600 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: HS 20, Features Intersected: TOBACCO JUICE CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.453, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State 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: 4.9m (16.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 82.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: July 2019
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Structure Number: 31000250530645, Location: 8.0 MI N WINSTON CL (Lat: 33.407592, Lng: -88.853967), Route carried "on" structure: State highway 25, Year Built: 2003, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 6,600 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: HS 20, Features Intersected: TOBACCO JUICE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.109, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State 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: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: July 2019
Structure Number: 31000250530645, Location: 8.0 MI N WINSTON CL (Lat: 33.407592, Lng: -88.853967), Route carried "on" structure: State highway 25, Year Built: 2003, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 6,600 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: HS 20, Features Intersected: TOBACCO JUICE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.109, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State 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: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: July 2019
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Structure Number: 31000250530668A, Location: SR 25 OVER SR 12 (Lat: 33.441189, Lng: -88.853992), Route carried "on" structure: State highway 25, Year Built: 2003, Status: Open, Structure Length: 14.90m (48.88ft), Average Daily Traffic: 3,550 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 4,450 (year 2040), Design Load: HS 20, Features Intersected: SR 12/KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.078, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.6 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, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000250530668A, Location: SR 25 OVER SR 12 (Lat: 33.441189, Lng: -88.853992), Route carried "on" structure: State highway 25, Year Built: 2003, Status: Open, Structure Length: 14.90m (48.88ft), Average Daily Traffic: 3,550 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 4,450 (year 2040), Design Load: HS 20, Features Intersected: SR 12/KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.078, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.6 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, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000250530668B, Location: SR 25 OVER SR 12 (Lat: 33.440003, Lng: -88.853686), Route carried "on" structure: State highway 25, Year Built: 2003, Status: Open, Structure Length: 14.90m (48.88ft), Average Daily Traffic: 3,550 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 4,450 (year 2040), Design Load: HS 20, Features Intersected: SR 12/KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.704, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 60.6 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, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000250530668B, Location: SR 25 OVER SR 12 (Lat: 33.440003, Lng: -88.853686), Route carried "on" structure: State highway 25, Year Built: 2003, Status: Open, Structure Length: 14.90m (48.88ft), Average Daily Traffic: 3,550 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 4,450 (year 2040), Design Load: HS 20, Features Intersected: SR 12/KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.704, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 60.6 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, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000250530698, Location: 0.8 MI S US 82 (Lat: 33.483828, Lng: -88.850772), Route carried "on" structure: State highway 25, Year Built: 2004, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 11,000 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 14,000 (year 2040), Design Load: HS 20, Features Intersected: JOSEY CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.574, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.6m (64.3ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 89.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 31000250530698, Location: 0.8 MI S US 82 (Lat: 33.483828, Lng: -88.850772), Route carried "on" structure: State highway 25, Year Built: 2004, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 11,000 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 14,000 (year 2040), Design Load: HS 20, Features Intersected: JOSEY CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.574, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 19.6m (64.3ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 89.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 31000250530705A, Location: SR 25 OVER US 82 (Lat: 33.495800, Lng: -88.849947), Route carried "on" structure: State highway 25, Year Built: 2004, Status: Open, Structure Length: 10.13m (33.23ft), Average Daily Traffic: 5,500 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 7,000 (year 2040), Design Load: HS 20, Features Intersected: US 82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000250530705A, Location: SR 25 OVER US 82 (Lat: 33.495800, Lng: -88.849947), Route carried "on" structure: State highway 25, Year Built: 2004, Status: Open, Structure Length: 10.13m (33.23ft), Average Daily Traffic: 5,500 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 7,000 (year 2040), Design Load: HS 20, Features Intersected: US 82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000250530705B, Location: SR 25 OVER US 82 (Lat: 33.494939, Lng: -88.849747), Route carried "on" structure: State highway 25, Year Built: 2004, Status: Open, Structure Length: 10.13m (33.23ft), Average Daily Traffic: 5,500 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 7,000 (year 2040), Design Load: HS 20, Features Intersected: US 82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.811, Lanes on structure: 1, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000250530705B, Location: SR 25 OVER US 82 (Lat: 33.494939, Lng: -88.849747), Route carried "on" structure: State highway 25, Year Built: 2004, Status: Open, Structure Length: 10.13m (33.23ft), Average Daily Traffic: 5,500 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 7,000 (year 2040), Design Load: HS 20, Features Intersected: US 82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.811, Lanes on structure: 1, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.8m (101.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31001820531471, Location: 5.4 MI W JCT US82 & SR182 (Lat: 33.462000, Lng: -88.853450), Route carried "on" structure: State highway 182, Year Built: 2000, Status: Open, Structure Length: 8.85m (29.04ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,800 (year 2040), Design Load: HS 20, Features Intersected: SR 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.122, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 18, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31001820531471, Location: 5.4 MI W JCT US82 & SR182 (Lat: 33.462000, Lng: -88.853450), Route carried "on" structure: State highway 182, Year Built: 2000, Status: Open, Structure Length: 8.85m (29.04ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,800 (year 2040), Design Load: HS 20, Features Intersected: SR 25
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.122, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 18, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.2m (82.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31003890530022, Location: SR 389 OVER US 82 (Lat: 33.494997, Lng: -88.824297), Route carried "on" structure: State highway 389, Year Built: 2001, Status: Open, Structure Length: 11.85m (38.88ft), Average Daily Traffic: 6,600 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 6,600 (year 2040), Design Load: HS 20, Features Intersected: US 82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.516, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: June 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31003890530022, Location: SR 389 OVER US 82 (Lat: 33.494997, Lng: -88.824297), Route carried "on" structure: State highway 389, Year Built: 2001, Status: Open, Structure Length: 11.85m (38.88ft), Average Daily Traffic: 6,600 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 6,600 (year 2040), Design Load: HS 20, Features Intersected: US 82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.516, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: June 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31003890530038, Location: 3.8 MI N US 82 (Lat: 33.515333, Lng: -88.837917), Route carried "on" structure: State highway 389, Year Built: 1960, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 2,600 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 15, Features Intersected: TRIM CANE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.107, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 14, Length of Maximum Span: 6.1m (20.0ft), 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: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.89m (35.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $999,999,000, Roadway Improvement Cost: $101,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31003890530038, Location: 3.8 MI N US 82 (Lat: 33.515333, Lng: -88.837917), Route carried "on" structure: State highway 389, Year Built: 1960, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 2,600 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 15, Features Intersected: TRIM CANE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.107, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 14, Length of Maximum Span: 6.1m (20.0ft), 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: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.89m (35.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $999,999,000, Roadway Improvement Cost: $101,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31003890530041, Location: 4.1 MI N US 82 (Lat: 33.519950, Lng: -88.840886), Route carried "on" structure: State highway 389, Year Built: 1960, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 2,600 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 15, Features Intersected: TRIM CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.690, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 18.3m (60.0ft), 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: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $117,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $287,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31003890530041, Location: 4.1 MI N US 82 (Lat: 33.519950, Lng: -88.840886), Route carried "on" structure: State highway 389, Year Built: 1960, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 2,600 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 15, Features Intersected: TRIM CANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.690, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 18.3m (60.0ft), 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: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $117,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $287,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31003890530044, Location: 4.4 MI N US 82 (Lat: 33.522942, Lng: -88.842847), Route carried "on" structure: State highway 389, Year Built: 1960, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 2,600 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 15, Features Intersected: TRIM CANE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.068, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 10, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $66,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $227,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31003890530044, Location: 4.4 MI N US 82 (Lat: 33.522942, Lng: -88.842847), Route carried "on" structure: State highway 389, Year Built: 1960, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 2,600 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,600 (year 2040), Design Load: HS 15, Features Intersected: TRIM CANE RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.068, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 10, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $66,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $227,000,000, Deck Structure Type: Concrete Cast-file-Place