Bridge Statistics for Vaiden, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 21930-1939
- 71950-1959
- 151960-1969
- 131970-1979
- 11980-1989
- 31990-1999
- 112000-2009
- 52010-2019
- Bridge Condition - Deck
- 6.5%Very good
- 47.8%Good
- 30.4%Satisfactory
- 10.9%Fair
- 2.2%Poor
- 2.2%Critical
- Bridge Condition - Superstructure
- 34.8%Very good
- 30.4%Good
- 21.7%Satisfactory
- 10.9%Fair
- 2.2%Serious
- Bridge Condition - Substructure
- 23.9%Very good
- 45.7%Good
- 15.2%Satisfactory
- 4.3%Fair
- 4.3%Poor
- 6.5%Serious
- Bridge Condition - Channel
- 20.0%Very good
- 37.8%Good
- 24.4%Satisfactory
- 11.1%Fair
- 4.4%Poor
- 2.2%Serious
- Bridge Condition - Culverts
- 28.6%Very good
- 57.1%Good
- 14.3%Satisfactory
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Structure Number: 11000550081696B, Location: 3.8 MI N HOLMES CL (Lat: 33.283350, Lng: -89.787786), Route carried "on" structure: Interstate 55, Year Built: 1971, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 8,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.156, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 84.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.6 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: December 2020
Structure Number: 11000550081696B, Location: 3.8 MI N HOLMES CL (Lat: 33.283350, Lng: -89.787786), Route carried "on" structure: Interstate 55, Year Built: 1971, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 8,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.156, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 84.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.6 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: December 2020
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Structure Number: 11000550081699A, Location: 4.1 MI N HOLMES CL (Lat: 33.288397, Lng: -89.787033), Route carried "on" structure: Interstate 55, Year Built: 1971, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 8,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.617, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000550081699A, Location: 4.1 MI N HOLMES CL (Lat: 33.288397, Lng: -89.787033), Route carried "on" structure: Interstate 55, Year Built: 1971, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 8,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.617, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000550081699B, Location: 4.1 MI N HOLMES CL (Lat: 33.287503, Lng: -89.786917), Route carried "on" structure: Interstate 55, Year Built: 1971, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 8,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.624, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000550081699B, Location: 4.1 MI N HOLMES CL (Lat: 33.287503, Lng: -89.786917), Route carried "on" structure: Interstate 55, Year Built: 1971, Status: Open, Structure Length: 9.75m (31.99ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 8,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.624, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000550081701A, Location: 3.3 MI S SR 35 (Lat: 33.290750, Lng: -89.786542), Route carried "on" structure: Interstate 55, Year Built: 1971, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 8,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: PEACHAHALA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.351, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000550081701A, Location: 3.3 MI S SR 35 (Lat: 33.290750, Lng: -89.786542), Route carried "on" structure: Interstate 55, Year Built: 1971, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 8,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: PEACHAHALA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.351, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000550081701B, Location: 3.3 MI S SR 35 (Lat: 33.289950, Lng: -89.786408), Route carried "on" structure: Interstate 55, Year Built: 1971, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 8,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: PEACHAHALA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.899, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000550081701B, Location: 3.3 MI S SR 35 (Lat: 33.289950, Lng: -89.786408), Route carried "on" structure: Interstate 55, Year Built: 1971, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 8,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: PEACHAHALA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.899, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000550081708A, Location: 2.6 MI S SR 35 (Lat: 33.300194, Lng: -89.784572), Route carried "on" structure: Interstate 55, Year Built: 1971, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 8,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: COUNTY ROAD 87
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.287, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Skew: 1 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: 21.3m (69.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000550081708A, Location: 2.6 MI S SR 35 (Lat: 33.300194, Lng: -89.784572), Route carried "on" structure: Interstate 55, Year Built: 1971, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 8,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: COUNTY ROAD 87
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.287, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Skew: 1 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: 21.3m (69.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Very good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000550081708B, Location: 2.6 MI S SR 35 (Lat: 33.299711, Lng: -89.784372), Route carried "on" structure: Interstate 55, Year Built: 1971, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 8,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: COUNTY ROAD 87
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.998, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Skew: 1 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: 21.3m (69.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000550081708B, Location: 2.6 MI S SR 35 (Lat: 33.299711, Lng: -89.784372), Route carried "on" structure: Interstate 55, Year Built: 1971, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 8,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: COUNTY ROAD 87
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.998, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Skew: 1 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: 21.3m (69.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000550081709, Location: 2.5 MI S SR 35 (Lat: 33.301211, Lng: -89.784058), Route carried "on" structure: Interstate 55, Year Built: 1971, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 15,000 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 17,000 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.167, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 40.2m (131.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, 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: December 2020
Structure Number: 11000550081709, Location: 2.5 MI S SR 35 (Lat: 33.301211, Lng: -89.784058), Route carried "on" structure: Interstate 55, Year Built: 1971, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 15,000 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 17,000 (year 2040), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.167, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 40.2m (131.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, 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: December 2020
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Structure Number: 11000550081734A, Location: I 55 OVER SR 35 (Lat: 33.336369, Lng: -89.775197), Route carried "on" structure: Interstate 55, Year Built: 1964, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 8,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.167, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), 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: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $144,000,000, Roadway Improvement Cost: $26,000,000, Total Project Cost: $170,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000550081734A, Location: I 55 OVER SR 35 (Lat: 33.336369, Lng: -89.775197), Route carried "on" structure: Interstate 55, Year Built: 1964, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 8,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.167, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), 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: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $144,000,000, Roadway Improvement Cost: $26,000,000, Total Project Cost: $170,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000550081734B, Location: I 55 OVER SR 35 (Lat: 33.335958, Lng: -89.774964), Route carried "on" structure: Interstate 55, Year Built: 1964, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 8,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.123, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), 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: Good, Substructure: Good, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, 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: December 2020, Bridge Improvement Cost: $144,000,000, Roadway Improvement Cost: $26,000,000, Total Project Cost: $170,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000550081734B, Location: I 55 OVER SR 35 (Lat: 33.335958, Lng: -89.774964), Route carried "on" structure: Interstate 55, Year Built: 1964, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 7,500 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 8,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: SR 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.123, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), 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: Good, Substructure: Good, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, 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: December 2020, Bridge Improvement Cost: $144,000,000, Roadway Improvement Cost: $26,000,000, Total Project Cost: $170,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000550081749A, Location: 1.6 MI N SR 35 (Lat: 33.356814, Lng: -89.772808), Route carried "on" structure: Interstate 55, Year Built: 1964, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 6,500 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: HS 20, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.887, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft)
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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 11000550081749A, Location: 1.6 MI N SR 35 (Lat: 33.356814, Lng: -89.772808), Route carried "on" structure: Interstate 55, Year Built: 1964, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 6,500 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: HS 20, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.887, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft)
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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 11000550081749B, Location: 1.6 MI N SR 35 (Lat: 33.356325, Lng: -89.772222), Route carried "on" structure: Interstate 55, Year Built: 1964, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 6,500 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: HS 20, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.397, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 60.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 11000550081749B, Location: 1.6 MI N SR 35 (Lat: 33.356325, Lng: -89.772222), Route carried "on" structure: Interstate 55, Year Built: 1964, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 6,500 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: HS 20, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.397, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 60.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 11000550081760A, Location: 2.6 MI N SR 35 (Lat: 33.372750, Lng: -89.771689), Route carried "on" structure: Interstate 55, Year Built: 1964, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 6,500 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: COUNTY ROAD 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.115, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), 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: Good, Substructure: Good, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.66m (15.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $143,000,000, Roadway Improvement Cost: $26,000,000, Total Project Cost: $169,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000550081760A, Location: 2.6 MI N SR 35 (Lat: 33.372750, Lng: -89.771689), Route carried "on" structure: Interstate 55, Year Built: 1964, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 6,500 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: COUNTY ROAD 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.115, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), 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: Good, Substructure: Good, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.66m (15.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $143,000,000, Roadway Improvement Cost: $26,000,000, Total Project Cost: $169,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000550081760B, Location: 2.6 MI N SR 35 (Lat: 33.372325, Lng: -89.771208), Route carried "on" structure: Interstate 55, Year Built: 1964, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 6,500 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: COUNTY ROAD 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.174, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), 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: Good, Substructure: Good, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.66m (15.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $143,000,000, Roadway Improvement Cost: $26,000,000, Total Project Cost: $169,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000550081760B, Location: 2.6 MI N SR 35 (Lat: 33.372325, Lng: -89.771208), Route carried "on" structure: Interstate 55, Year Built: 1964, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 6,500 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: COUNTY ROAD 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.174, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), 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: Good, Substructure: Good, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.66m (15.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $143,000,000, Roadway Improvement Cost: $26,000,000, Total Project Cost: $169,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000550081775A, Location: 4.1 MI N SR 35 (Lat: 33.394103, Lng: -89.769736), Route carried "on" structure: Interstate 55, Year Built: 1964, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 6,500 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: HAYES CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.738, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 12, 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: Satisfactory, Channel: Fair, Operating Rating: 73.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.9 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: 9.38m (30.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $867,000,000, Roadway Improvement Cost: $87,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000550081775A, Location: 4.1 MI N SR 35 (Lat: 33.394103, Lng: -89.769736), Route carried "on" structure: Interstate 55, Year Built: 1964, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 6,500 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: HAYES CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.738, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 12, 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: Satisfactory, Channel: Fair, Operating Rating: 73.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.9 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: 9.38m (30.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $867,000,000, Roadway Improvement Cost: $87,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000550081775B, Location: 4.1 MI N SR 35 (Lat: 33.393442, Lng: -89.769517), Route carried "on" structure: Interstate 55, Year Built: 1964, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 6,500 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: HAYES CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.522, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 12, 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: Satisfactory, Operating Rating: 73.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.9 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: 9.38m (30.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $867,000,000, Roadway Improvement Cost: $87,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000550081775B, Location: 4.1 MI N SR 35 (Lat: 33.393442, Lng: -89.769517), Route carried "on" structure: Interstate 55, Year Built: 1964, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 6,500 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: HAYES CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.522, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 12, 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: Satisfactory, Operating Rating: 73.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.9 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: 9.38m (30.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $867,000,000, Roadway Improvement Cost: $87,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 210005100817, Location: 3.4 MI N HOLMES CL (Lat: 33.262944, Lng: -89.741772), Route carried "on" structure: US 51, Year Built: 1937, Status: Posted for load, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 260 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 260 (year 2040), Design Load: H 15, Features Intersected: RELIEF OPENING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.354, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, 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: Fair, Substructure: Serious, Channel: Good, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 5.53m (18.14ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, 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: 210005100817, Location: 3.4 MI N HOLMES CL (Lat: 33.262944, Lng: -89.741772), Route carried "on" structure: US 51, Year Built: 1937, Status: Posted for load, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 260 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 260 (year 2040), Design Load: H 15, Features Intersected: RELIEF OPENING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.354, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, 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: Fair, Substructure: Serious, Channel: Good, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 5.53m (18.14ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, 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: 21000510081701, Location: 3.5 MI N HOLMES CL (Lat: 33.263722, Lng: -89.741450), Route carried "on" structure: US 51, Year Built: 1937, Status: Posted for load, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 260 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 260 (year 2040), Design Load: H 15, Features Intersected: RELIEF OPENING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.446, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, 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: Serious, Channel: Good, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.75m (15.58ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $392,000,000, Roadway Improvement Cost: $39,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21000510081701, Location: 3.5 MI N HOLMES CL (Lat: 33.263722, Lng: -89.741450), Route carried "on" structure: US 51, Year Built: 1937, Status: Posted for load, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 260 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 260 (year 2040), Design Load: H 15, Features Intersected: RELIEF OPENING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.446, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, 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: Serious, Channel: Good, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.75m (15.58ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $392,000,000, Roadway Improvement Cost: $39,000,000, 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: 21000510081765, Location: 4.8 MI S MONTGOMERY CL (Lat: 33.349619, Lng: -89.753800), Route carried "on" structure: US 51, Year Built: 2000, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,800 (year 2040), Design Load: HS 20, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.661, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 28.9m (94.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000510081765, Location: 4.8 MI S MONTGOMERY CL (Lat: 33.349619, Lng: -89.753800), Route carried "on" structure: US 51, Year Built: 2000, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,800 (year 2040), Design Load: HS 20, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.661, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 28.9m (94.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 210005100817931, Location: 2.0 MI S MONTGOMERY CL (Lat: 33.387772, Lng: -89.761161), Route carried "on" structure: US 51, Year Built: 2000, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,800 (year 2040), Design Load: HS 20, Features Intersected: CANAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.054, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 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: 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: Very good, Channel: Satisfactory, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 210005100817931, Location: 2.0 MI S MONTGOMERY CL (Lat: 33.387772, Lng: -89.761161), Route carried "on" structure: US 51, Year Built: 2000, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,800 (year 2040), Design Load: HS 20, Features Intersected: CANAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.054, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 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: 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: Very good, Channel: Satisfactory, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 210005100817932, Location: 2.0 MI S MONTGOMERY CL (Lat: 33.388725, Lng: -89.761031), Route carried "on" structure: US 51, Year Built: 2000, Status: Open, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,800 (year 2040), Design Load: HS 20, Features Intersected: RELIEF OPENING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.160, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 210005100817932, Location: 2.0 MI S MONTGOMERY CL (Lat: 33.388725, Lng: -89.761031), Route carried "on" structure: US 51, Year Built: 2000, Status: Open, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 1,800 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,800 (year 2040), Design Load: HS 20, Features Intersected: RELIEF OPENING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.160, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000350081767, Location: 1.2 MI N ATTALA CL (Lat: 33.299300, Lng: -89.694783), Route carried "on" structure: State highway 35, Year Built: 1955, Status: Open, Structure Length: 31.39m (102.99ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 1,900 (year 2040), Design Load: HS 15, Features Intersected: BIG BLACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.889, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 25, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 36.97m (121.29ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 30 months, Inspection Date: May 2020, Underwater Inspection Date: December 2021, Bridge Improvement Cost: $999,999,000, Roadway Improvement Cost: $375,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000350081767, Location: 1.2 MI N ATTALA CL (Lat: 33.299300, Lng: -89.694783), Route carried "on" structure: State highway 35, Year Built: 1955, Status: Open, Structure Length: 31.39m (102.99ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 1,900 (year 2040), Design Load: HS 15, Features Intersected: BIG BLACK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.889, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 25, Length of Maximum Span: 36.6m (120.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 36.97m (121.29ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 30 months, Inspection Date: May 2020, Underwater Inspection Date: December 2021, Bridge Improvement Cost: $999,999,000, Roadway Improvement Cost: $375,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000350081772, Location: 1.6 MI N ATTALA CL (Lat: 33.302536, Lng: -89.702014), Route carried "on" structure: State highway 35, Year Built: 1955, Status: Open, Structure Length: 12.80m (41.99ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 1,900 (year 2040), Design Load: HS 15, Features Intersected: RELIEF OPENING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.652, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 9.1m (29.9ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.10m (52.82ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: June 2019, Bridge Improvement Cost: $999,999,000, Roadway Improvement Cost: $152,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000350081772, Location: 1.6 MI N ATTALA CL (Lat: 33.302536, Lng: -89.702014), Route carried "on" structure: State highway 35, Year Built: 1955, Status: Open, Structure Length: 12.80m (41.99ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 1,900 (year 2040), Design Load: HS 15, Features Intersected: RELIEF OPENING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.652, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 14, Length of Maximum Span: 9.1m (29.9ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.10m (52.82ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: June 2019, Bridge Improvement Cost: $999,999,000, Roadway Improvement Cost: $152,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000350081774, Location: 1.8 MI N ATTALA CL (Lat: 33.304253, Lng: -89.705803), Route carried "on" structure: State highway 35, Year Built: 1955, Status: Open, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 1,900 (year 2040), Design Load: HS 15, Features Intersected: HAYS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.053, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 12, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.83m (55.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $999,999,000, Roadway Improvement Cost: $160,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000350081774, Location: 1.8 MI N ATTALA CL (Lat: 33.304253, Lng: -89.705803), Route carried "on" structure: State highway 35, Year Built: 1955, Status: Open, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 1,900 (year 2040), Design Load: HS 15, Features Intersected: HAYS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.053, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 12, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.83m (55.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $999,999,000, Roadway Improvement Cost: $160,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000350081778, Location: 2.1 MI N ATTALA CL (Lat: 33.306711, Lng: -89.711289), Route carried "on" structure: State highway 35, Year Built: 1955, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 1,900 (year 2040), Design Load: HS 15, Features Intersected: BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.632, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 9.1m (29.9ft), 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: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.51m (34.48ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: June 2019, Bridge Improvement Cost: $976,000,000, Roadway Improvement Cost: $98,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000350081778, Location: 2.1 MI N ATTALA CL (Lat: 33.306711, Lng: -89.711289), Route carried "on" structure: State highway 35, Year Built: 1955, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 1,900 (year 2040), Design Load: HS 15, Features Intersected: BAYOU
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.632, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 9.1m (29.9ft), 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: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.51m (34.48ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: June 2019, Bridge Improvement Cost: $976,000,000, Roadway Improvement Cost: $98,000,000, Total Project Cost: $999,999,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000350081798, Location: 0.1 MI E US 51 (Lat: 33.323492, Lng: -89.736931), Route carried "on" structure: State highway 35, Year Built: 1954, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 1,900 (year 2040), Design Load: HS 15, Features Intersected: CNIC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.886, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 56.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.45m (17.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $475,000,000, 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: 31000350081798, Location: 0.1 MI E US 51 (Lat: 33.323492, Lng: -89.736931), Route carried "on" structure: State highway 35, Year Built: 1954, Status: Open, Structure Length: 4.21m (13.81ft), Average Daily Traffic: 1,900 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 1,900 (year 2040), Design Load: HS 15, Features Intersected: CNIC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.886, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 56.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.45m (17.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $475,000,000, 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: 3100035008185, Location: 2.7 MI N I 55 (Lat: 33.363789, Lng: -89.803578), Route carried "on" structure: State highway 35, Year Built: 1996, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 1,300 (year 2040), Design Load: HS 20, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.142, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.8 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: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3100035008185, Location: 2.7 MI N I 55 (Lat: 33.363789, Lng: -89.803578), Route carried "on" structure: State highway 35, Year Built: 1996, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 1,300 (year 2040), Design Load: HS 20, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.142, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.8 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: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31004300080315, Location: 3.0 MI W I 55 (Lat: 33.330675, Lng: -89.829575), Route carried "on" structure: State highway 430, Year Built: 1966, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 530 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 530 (year 2040), Design Load: HS 15, Features Intersected: RELIEF OPENING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.889, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 11, 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: 7.8m (25.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.71m (22.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $95,000,000, Roadway Improvement Cost: $26,000,000, Total Project Cost: $145,000,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31004300080315, Location: 3.0 MI W I 55 (Lat: 33.330675, Lng: -89.829575), Route carried "on" structure: State highway 430, Year Built: 1966, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 530 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 530 (year 2040), Design Load: HS 15, Features Intersected: RELIEF OPENING
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.889, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.8m (25.6ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 11, 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: 7.8m (25.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.71m (22.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $95,000,000, Roadway Improvement Cost: $26,000,000, Total Project Cost: $145,000,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31004300080324, Location: 4.5 MI W US 51 (Lat: 33.329211, Lng: -89.814272), Route carried "on" structure: State highway 430, Year Built: 1966, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 530 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 530 (year 2040), Design Load: HS 15, Features Intersected: PEACHAHALA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.359, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 42.9 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 31004300080324, Location: 4.5 MI W US 51 (Lat: 33.329211, Lng: -89.814272), Route carried "on" structure: State highway 430, Year Built: 1966, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 530 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 530 (year 2040), Design Load: HS 15, Features Intersected: PEACHAHALA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 41.359, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 42.9 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 4100055008172, Location: 1.5 MI S SR 35 (Lat: 33.315742, Lng: -89.779653), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 200 (year 2040), Design Load: HS 20, Features Intersected: I 55, Facility Carried by Structure: COUNTY ROAD 31
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.242, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Skew: 2 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: 24.7m (81.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 65.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4100055008172, Location: 1.5 MI S SR 35 (Lat: 33.315742, Lng: -89.779653), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 200 (year 2040), Design Load: HS 20, Features Intersected: I 55, Facility Carried by Structure: COUNTY ROAD 31
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.242, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Skew: 2 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: 24.7m (81.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 65.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA0800000000001, Location: SEC 1 T16N R 3E (Lat: 33.278889, Lng: -89.944167), Route carried "on" structure: County highway 43, Year Built: 1960, Status: Closed, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 1 (year 2015), Average Future Daily Traffic: 2 (year 2038), Design Load: H 10, Features Intersected: RELIEF FOR FANNEGUSHA CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Critical, Superstructure: Serious, Substructure: Serious, Channel: Serious, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.11m (10.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2020, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $20,000, Total Project Cost: $230,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: SA0800000000001, Location: SEC 1 T16N R 3E (Lat: 33.278889, Lng: -89.944167), Route carried "on" structure: County highway 43, Year Built: 1960, Status: Closed, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 1 (year 2015), Average Future Daily Traffic: 2 (year 2038), Design Load: H 10, Features Intersected: RELIEF FOR FANNEGUSHA CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Critical, Superstructure: Serious, Substructure: Serious, Channel: Serious, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.11m (10.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2020, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $20,000, Total Project Cost: $230,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: SA0800000000022, Location: SEC 13 T17N R 4E (Lat: 33.332722, Lng: -89.838194), Route carried "on" structure: County highway 47, Year Built: 2003, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 40 (year 2015), Average Future Daily Traffic: 60 (year 2035), Design Load: HS 20, Features Intersected: HAGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (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: Very good, Substructure: Very good, Channel: Good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA0800000000022, Location: SEC 13 T17N R 4E (Lat: 33.332722, Lng: -89.838194), Route carried "on" structure: County highway 47, Year Built: 2003, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 40 (year 2015), Average Future Daily Traffic: 60 (year 2035), Design Load: HS 20, Features Intersected: HAGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (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: Very good, Substructure: Very good, Channel: Good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA0800000000039, Location: SEC 4 T17N R 5E (Lat: 33.372583, Lng: -89.774417), Route carried "on" structure: County highway 22, Year Built: 1950, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 20 (year 2020), Average Future Daily Traffic: 30 (year 2042), Design Load: H 10, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.0m (16.4ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $232,000, Roadway Improvement Cost: $186,000, Total Project Cost: $418,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber
Structure Number: SA0800000000039, Location: SEC 4 T17N R 5E (Lat: 33.372583, Lng: -89.774417), Route carried "on" structure: County highway 22, Year Built: 1950, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 20 (year 2020), Average Future Daily Traffic: 30 (year 2042), Design Load: H 10, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.0m (16.4ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $232,000, Roadway Improvement Cost: $186,000, Total Project Cost: $418,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber
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Structure Number: SA080000000004, Location: SEC 10 T17N R 5E (Lat: 33.351083, Lng: -89.761972), Route carried "on" structure: County highway 25, Year Built: 2008, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 45 (year 2042), Design Load: H 10, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.9m (19.4ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 8.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $110,000, Roadway Improvement Cost: $88,000, Total Project Cost: $198,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: SA080000000004, Location: SEC 10 T17N R 5E (Lat: 33.351083, Lng: -89.761972), Route carried "on" structure: County highway 25, Year Built: 2008, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 30 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 45 (year 2042), Design Load: H 10, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.9m (19.4ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 8.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $110,000, Roadway Improvement Cost: $88,000, Total Project Cost: $198,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: SA0800000000042, Location: SEC 10 T17N R 5E (Lat: 33.352361, Lng: -89.761472), Route carried "on" structure: County highway 25, Year Built: 2011, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 30 (year 2015), Average Future Daily Traffic: 45 (year 2035), Design Load: HL 93, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.574, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA0800000000042, Location: SEC 10 T17N R 5E (Lat: 33.352361, Lng: -89.761472), Route carried "on" structure: County highway 25, Year Built: 2011, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 30 (year 2015), Average Future Daily Traffic: 45 (year 2035), Design Load: HL 93, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.574, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 50.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA0800000000043, Location: SEC 10 T17N R 5E (Lat: 33.353861, Lng: -89.760944), Route carried "on" structure: County highway 25, Year Built: 1954, Status: Posted for load, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 30 (year 2020), Average Future Daily Traffic: 45 (year 2042), Design Load: H 10, Features Intersected: BCH OF HURRICANE CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.735, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 11.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.34m (10.96ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $297,000, Roadway Improvement Cost: $238,000, Total Project Cost: $535,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: SA0800000000043, Location: SEC 10 T17N R 5E (Lat: 33.353861, Lng: -89.760944), Route carried "on" structure: County highway 25, Year Built: 1954, Status: Posted for load, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 30 (year 2020), Average Future Daily Traffic: 45 (year 2042), Design Load: H 10, Features Intersected: BCH OF HURRICANE CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.735, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 11.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.34m (10.96ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $297,000, Roadway Improvement Cost: $238,000, Total Project Cost: $535,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: SA0800000000044, Location: SEC 12 T17N R 5E (Lat: 33.350556, Lng: -89.727778), Route carried "on" structure: County highway 14, Year Built: 1972, Status: Posted for load, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 40 (year 2020), Average Future Daily Traffic: 60 (year 2042), Design Load: H 10, Features Intersected: BCH OF HAYS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.9m (19.4ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 15.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.42m (7.94ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $215,000, Roadway Improvement Cost: $172,000, Total Project Cost: $387,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: SA0800000000044, Location: SEC 12 T17N R 5E (Lat: 33.350556, Lng: -89.727778), Route carried "on" structure: County highway 14, Year Built: 1972, Status: Posted for load, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 40 (year 2020), Average Future Daily Traffic: 60 (year 2042), Design Load: H 10, Features Intersected: BCH OF HAYS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.9m (19.4ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 15.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.42m (7.94ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $215,000, Roadway Improvement Cost: $172,000, Total Project Cost: $387,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: SA0800000000045, Location: SEC 13 T17N R 5E B (Lat: 33.337417, Lng: -89.732250), Route carried "on" structure: County highway 718, Year Built: 2005, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 420 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 630 (year 2035), Design Load: HS 20, Features Intersected: HAYS CREEK RELIEF, Facility Carried by Structure: CO RD 430
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA0800000000045, Location: SEC 13 T17N R 5E B (Lat: 33.337417, Lng: -89.732250), Route carried "on" structure: County highway 718, Year Built: 2005, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 420 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 630 (year 2035), Design Load: HS 20, Features Intersected: HAYS CREEK RELIEF, Facility Carried by Structure: CO RD 430
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA0800000000046, Location: SEC 13 T17N R 5E B (Lat: 33.338861, Lng: -89.730194), Route carried "on" structure: County highway 718, Year Built: 2005, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 420 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 630 (year 2035), Design Load: HS 20, Features Intersected: BCH OF HAYS CREEK, Facility Carried by Structure: CO RD 430
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA0800000000046, Location: SEC 13 T17N R 5E B (Lat: 33.338861, Lng: -89.730194), Route carried "on" structure: County highway 718, Year Built: 2005, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 420 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 630 (year 2035), Design Load: HS 20, Features Intersected: BCH OF HAYS CREEK, Facility Carried by Structure: CO RD 430
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA0800000000047, Location: SEC 13 T17N R 5E B (Lat: 33.339750, Lng: -89.728861), Route carried "on" structure: County highway 718, Year Built: 2005, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 420 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 630 (year 2035), Design Load: HS 20, Features Intersected: HAYS CREEK, Facility Carried by Structure: CO RD 430
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA0800000000047, Location: SEC 13 T17N R 5E B (Lat: 33.339750, Lng: -89.728861), Route carried "on" structure: County highway 718, Year Built: 2005, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 420 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 630 (year 2035), Design Load: HS 20, Features Intersected: HAYS CREEK, Facility Carried by Structure: CO RD 430
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA0800000000048, Location: SEC 13 T17N R 5E B (Lat: 33.340278, Lng: -89.728083), Route carried "on" structure: County highway 718, Year Built: 2005, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 420 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 630 (year 2035), Design Load: HS 20, Features Intersected: HAYS CREEK RELIEF, Facility Carried by Structure: CO RD 430
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.40m (1.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA0800000000048, Location: SEC 13 T17N R 5E B (Lat: 33.340278, Lng: -89.728083), Route carried "on" structure: County highway 718, Year Built: 2005, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 420 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 630 (year 2035), Design Load: HS 20, Features Intersected: HAYS CREEK RELIEF, Facility Carried by Structure: CO RD 430
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.40m (1.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete