Bridge Statistics for Clinton, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 65Number of bridges
- 1,106ft / 337mTotal length
- $2,663,876,000Total costs
- 349,151Total average daily traffic
- 54,781Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Clinton
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 41950-1959
- 151960-1969
- 91970-1979
- 41980-1989
- 91990-1999
- 102000-2009
- 92010-2019
- 32020-2022
- Reconstructed bridges - Historical Statistics
- 21960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- 22020-2022
- Bridge Condition - Deck
- 9.1%Very good
- 36.4%Good
- 43.6%Satisfactory
- 9.1%Fair
- 1.8%Poor
- Bridge Condition - Superstructure
- 3.6%Excellent
- 21.8%Very good
- 36.4%Good
- 27.3%Satisfactory
- 7.3%Fair
- 3.6%Poor
- Bridge Condition - Substructure
- 1.8%Excellent
- 18.2%Very good
- 38.2%Good
- 18.2%Satisfactory
- 12.7%Fair
- 7.3%Poor
- 3.6%Critical
- Bridge Condition - Channel
- 22.2%Very good
- 28.9%Good
- 35.6%Satisfactory
- 11.1%Fair
- 2.2%Poor
- Bridge Condition - Culverts
- 50.0%Very good
- 33.3%Good
- 16.7%Satisfactory
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Structure Number: 11000200250315B, Location: 11.0 MI E SR 22 (Lat: 32.355936, Lng: -90.409183), Route carried "on" structure: Interstate 20, Year Built: 2016, Status: Open, Structure Length: 51.12m (167.72ft), Average Daily Traffic: 15,000 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 17,500 (year 2040), Design Load: HL 93, Features Intersected: MERIDIAN SPEEDWAY RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.536, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 11, Length of Maximum Span: 83.8m (274.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000200250315B, Location: 11.0 MI E SR 22 (Lat: 32.355936, Lng: -90.409183), Route carried "on" structure: Interstate 20, Year Built: 2016, Status: Open, Structure Length: 51.12m (167.72ft), Average Daily Traffic: 15,000 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 17,500 (year 2040), Design Load: HL 93, Features Intersected: MERIDIAN SPEEDWAY RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.536, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 11, Length of Maximum Span: 83.8m (274.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 31.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000200250316, Location: 11.1 MI E SR 22 (Lat: 32.355403, Lng: -90.405358), Route carried "on" structure: Interstate 20, Year Built: 1971, Status: Open, Structure Length: 18.44m (60.50ft), Average Daily Traffic: 15,000 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 17,500 (year 2040), Design Load: HS 20, Features Intersected: KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.433, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000200250316, Location: 11.1 MI E SR 22 (Lat: 32.355403, Lng: -90.405358), Route carried "on" structure: Interstate 20, Year Built: 1971, Status: Open, Structure Length: 18.44m (60.50ft), Average Daily Traffic: 15,000 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 17,500 (year 2040), Design Load: HS 20, Features Intersected: KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.433, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1100020025032, Location: 11.6 MI E SR 22 (Lat: 32.354653, Lng: -90.402328), Route carried "on" structure: Interstate 20, Year Built: 1966, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 30,000 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 35,000 (year 2040), Design Load: HS 20, Features Intersected: BAKERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.136, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Very good, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: August 2020
Structure Number: 1100020025032, Location: 11.6 MI E SR 22 (Lat: 32.354653, Lng: -90.402328), Route carried "on" structure: Interstate 20, Year Built: 1966, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 30,000 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 35,000 (year 2040), Design Load: HS 20, Features Intersected: BAKERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.136, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Very good, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: August 2020
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Structure Number: 11000200250325A, Location: 11.9 MI E SR 22 (Lat: 32.352522, Lng: -90.394003), Route carried "on" structure: Interstate 20, Year Built: 1971, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 15,000 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 17,500 (year 2040), Design Load: HS 20, Features Intersected: NORRELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.318, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Fair, Operating Rating: 61.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000200250325A, Location: 11.9 MI E SR 22 (Lat: 32.352522, Lng: -90.394003), Route carried "on" structure: Interstate 20, Year Built: 1971, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 15,000 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 17,500 (year 2040), Design Load: HS 20, Features Intersected: NORRELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.318, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Fair, Operating Rating: 61.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000200250325B, Location: 11.9 MI E SR 22 (Lat: 32.351903, Lng: -90.394739), Route carried "on" structure: Interstate 20, Year Built: 1971, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 15,000 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 18,000 (year 2040), Design Load: HS 20, Features Intersected: NORRELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.969, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000200250325B, Location: 11.9 MI E SR 22 (Lat: 32.351903, Lng: -90.394739), Route carried "on" structure: Interstate 20, Year Built: 1971, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 15,000 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 18,000 (year 2040), Design Load: HS 20, Features Intersected: NORRELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.969, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000200250360A, Location: 1.1 MI E NATCHEZ TRACE (Lat: 32.334211, Lng: -90.337578), Route carried "on" structure: Interstate 20, Year Built: 2008, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 19,500 (year 2040), Design Load: HS 20, Features Intersected: CLINTON RAYMOND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.565, Lanes on structure: 2, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 70.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000200250360A, Location: 1.1 MI E NATCHEZ TRACE (Lat: 32.334211, Lng: -90.337578), Route carried "on" structure: Interstate 20, Year Built: 2008, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 19,500 (year 2040), Design Load: HS 20, Features Intersected: CLINTON RAYMOND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.565, Lanes on structure: 2, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.2m (63.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 70.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000200250360B, Location: 1.1 MI E NATCHEZ TRACE (Lat: 32.334411, Lng: -90.338325), Route carried "on" structure: Interstate 20, Year Built: 2008, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 19,500 (year 2040), Design Load: HS 20, Features Intersected: RAYMOND CLINTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.691, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 70.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000200250360B, Location: 1.1 MI E NATCHEZ TRACE (Lat: 32.334411, Lng: -90.338325), Route carried "on" structure: Interstate 20, Year Built: 2008, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 17,000 (year 2020), Truck Traffic: 39%, Average Future Daily Traffic: 19,500 (year 2040), Design Load: HS 20, Features Intersected: RAYMOND CLINTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.691, Lanes on structure: 3, Lanes under structure: 7, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 70.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18000200250316C, Location: 2.7 MI W NATCHEZ TRACE (Lat: 32.357122, Lng: -90.405819), Route carried "on" structure: ServiceInterstate 20, Year Built: 2020, Status: Open, Structure Length: 50.39m (165.32ft), Average Daily Traffic: 800 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 800 (year 2040), Design Load: HL 93, Features Intersected: MERIDIAN SPEEDWAY RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.670, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 10, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18000200250316C, Location: 2.7 MI W NATCHEZ TRACE (Lat: 32.357122, Lng: -90.405819), Route carried "on" structure: ServiceInterstate 20, Year Built: 2020, Status: Open, Structure Length: 50.39m (165.32ft), Average Daily Traffic: 800 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 800 (year 2040), Design Load: HL 93, Features Intersected: MERIDIAN SPEEDWAY RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.670, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 10, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 53.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2100049025169, Location: 2.3 MI N NATCHEZ TRACE (Lat: 32.409597, Lng: -90.285792), Route carried "on" structure: US 49, Year Built: 1958, Year Reconstructed: 1974, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 13,000 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 13,000 (year 2040), Design Load: HS 15, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.348, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 75.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $99,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $347,000,000
Structure Number: 2100049025169, Location: 2.3 MI N NATCHEZ TRACE (Lat: 32.409597, Lng: -90.285792), Route carried "on" structure: US 49, Year Built: 1958, Year Reconstructed: 1974, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 13,000 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 13,000 (year 2040), Design Load: HS 15, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.348, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 75.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $99,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $347,000,000
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Structure Number: 21000490251719, Location: 5.3 MI N NATCHEZ TRACE (Lat: 32.448347, Lng: -90.293456), Route carried "on" structure: US 49, Year Built: 1958, Year Reconstructed: 1974, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 12,000 (year 2040), Design Load: HS 15, Features Intersected: LIME KILN CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.949, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $129,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $382,000,000
Structure Number: 21000490251719, Location: 5.3 MI N NATCHEZ TRACE (Lat: 32.448347, Lng: -90.293456), Route carried "on" structure: US 49, Year Built: 1958, Year Reconstructed: 1974, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 12,000 (year 2040), Design Load: HS 15, Features Intersected: LIME KILN CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.949, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $129,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $382,000,000
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Structure Number: 21000800250316, Location: 11.5 MI E SR 22 (Lat: 32.353428, Lng: -90.419103), Route carried "on" structure: US 80, Year Built: 1927, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 1,100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,100 (year 2040), Design Load: H 15, Features Intersected: KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.732, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $480,000,000, 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: 21000800250316, Location: 11.5 MI E SR 22 (Lat: 32.353428, Lng: -90.419103), Route carried "on" structure: US 80, Year Built: 1927, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 1,100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,100 (year 2040), Design Load: H 15, Features Intersected: KCS RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.732, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $480,000,000, 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: 21000800250324, Location: 12.3 MI E SR 22 (Lat: 32.353500, Lng: -90.405658), Route carried "on" structure: US 80, Year Built: 1927, Status: Posted for load, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 1,100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,100 (year 2040), Design Load: H 15, Features Intersected: BAKERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.118, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $312,000,000, Roadway Improvement Cost: $31,000,000, Total Project Cost: $930,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21000800250324, Location: 12.3 MI E SR 22 (Lat: 32.353500, Lng: -90.405658), Route carried "on" structure: US 80, Year Built: 1927, Status: Posted for load, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 1,100 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,100 (year 2040), Design Load: H 15, Features Intersected: BAKERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.118, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $312,000,000, Roadway Improvement Cost: $31,000,000, Total Project Cost: $930,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5570139P, Location: 0.3 MILES NORTH OF I-20. (Lat: 32.344872, Lng: -90.352278), Route carried "on" structure: Federal lands road 1, Year Built: 1965, Status: Posted for load-capacity, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 728 (year 2010), Average Future Daily Traffic: 800 (year 2030), Design Load: H 15, Features Intersected: U.S. ROUTE 80 (NORTH FRO, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 140.882, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: March 2021, Bridge Improvement Cost: $110,000, Roadway Improvement Cost: $11,000, Total Project Cost: $165,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5570139P, Location: 0.3 MILES NORTH OF I-20. (Lat: 32.344872, Lng: -90.352278), Route carried "on" structure: Federal lands road 1, Year Built: 1965, Status: Posted for load-capacity, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 728 (year 2010), Average Future Daily Traffic: 800 (year 2030), Design Load: H 15, Features Intersected: U.S. ROUTE 80 (NORTH FRO, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 140.882, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: March 2021, Bridge Improvement Cost: $110,000, Roadway Improvement Cost: $11,000, Total Project Cost: $165,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5570140P, Location: 8.0 MILES FROM MS ROUTE 4 (Lat: 32.342472, Lng: -90.354108), Route carried "on" structure: Federal lands road 1, Year Built: 1965, Status: Posted for load-capacity, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 728 (year 2010), Average Future Daily Traffic: 800 (year 2030), Design Load: H 15, Features Intersected: I-20, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 140.174, Lanes on structure: 2, Lanes under structure: 4, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.2m (82.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $5,000, Total Project Cost: $75,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5570140P, Location: 8.0 MILES FROM MS ROUTE 4 (Lat: 32.342472, Lng: -90.354108), Route carried "on" structure: Federal lands road 1, Year Built: 1965, Status: Posted for load-capacity, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 728 (year 2010), Average Future Daily Traffic: 800 (year 2030), Design Load: H 15, Features Intersected: I-20, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 140.174, Lanes on structure: 2, Lanes under structure: 4, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.2m (82.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $50,000, Roadway Improvement Cost: $5,000, Total Project Cost: $75,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5570141P, Location: 0.2 MILES SOUTH OF I-20. (Lat: 32.339136, Lng: -90.355750), Route carried "on" structure: Federal lands road 1, Year Built: 1965, Status: Posted for load-capacity, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 728 (year 2010), Average Future Daily Traffic: 800 (year 2030), Design Load: H 15, Features Intersected: I-20 SOUTH FRONTAGE ROAD, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 140.013, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, 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: March 2021, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $4,000, Total Project Cost: $53,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5570141P, Location: 0.2 MILES SOUTH OF I-20. (Lat: 32.339136, Lng: -90.355750), Route carried "on" structure: Federal lands road 1, Year Built: 1965, Status: Posted for load-capacity, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 728 (year 2010), Average Future Daily Traffic: 800 (year 2030), Design Load: H 15, Features Intersected: I-20 SOUTH FRONTAGE ROAD, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 140.013, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, 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: March 2021, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $4,000, Total Project Cost: $53,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5570142P, Location: 1.1 MILES SOUTH OF I-20. (Lat: 32.330553, Lng: -90.359897), Route carried "on" structure: Federal lands road 1, Year Built: 1967, Status: Posted for load-capacity, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 728 (year 2010), Average Future Daily Traffic: 800 (year 2030), Design Load: H 15, Features Intersected: LINDSEY CREEK, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 138.693, Lanes on structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.9m (42.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $3,000, Total Project Cost: $45,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5570142P, Location: 1.1 MILES SOUTH OF I-20. (Lat: 32.330553, Lng: -90.359897), Route carried "on" structure: Federal lands road 1, Year Built: 1967, Status: Posted for load-capacity, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 728 (year 2010), Average Future Daily Traffic: 800 (year 2030), Design Load: H 15, Features Intersected: LINDSEY CREEK, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 138.693, Lanes on structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.9m (42.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $3,000, Total Project Cost: $45,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5570143P, Location: 2.5 MILES SOUTH OF I-20. (Lat: 32.314928, Lng: -90.378825), Route carried "on" structure: Federal lands road 1, Year Built: 1967, Status: Posted for load-capacity, Structure Length: 3.94m (12.93ft), Average Daily Traffic: 728 (year 2006), Average Future Daily Traffic: 800 (year 2026), Design Load: H 15, Features Intersected: COUNTY ROAD, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 136.440, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.0m (52.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $3,000, Total Project Cost: $45,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5570143P, Location: 2.5 MILES SOUTH OF I-20. (Lat: 32.314928, Lng: -90.378825), Route carried "on" structure: Federal lands road 1, Year Built: 1967, Status: Posted for load-capacity, Structure Length: 3.94m (12.93ft), Average Daily Traffic: 728 (year 2006), Average Future Daily Traffic: 800 (year 2026), Design Load: H 15, Features Intersected: COUNTY ROAD, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 136.440, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.0m (52.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $3,000, Total Project Cost: $45,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5570144P, Location: 3.7 MILES FROM I-20 (Lat: 32.305278, Lng: -90.389961), Route carried "on" structure: Federal lands road 1, Year Built: 1967, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 728 (year 2010), Average Future Daily Traffic: 800 (year 2030), Design Load: H 15, Features Intersected: BAKERS CREEK RELIEF CHAN, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 134.840, Lanes on structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $2,000, Total Project Cost: $26,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5570144P, Location: 3.7 MILES FROM I-20 (Lat: 32.305278, Lng: -90.389961), Route carried "on" structure: Federal lands road 1, Year Built: 1967, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 728 (year 2010), Average Future Daily Traffic: 800 (year 2030), Design Load: H 15, Features Intersected: BAKERS CREEK RELIEF CHAN, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 134.840, Lanes on structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Bridge Improvement Cost: $17,000, Roadway Improvement Cost: $2,000, Total Project Cost: $26,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5570145P, Location: 3.7 MILES FROM I-20 (Lat: 32.303078, Lng: -90.392214), Route carried "on" structure: Federal lands road 1, Year Built: 1967, Status: Posted for load-capacity, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 728 (year 2010), Average Future Daily Traffic: 800 (year 2030), Design Load: H 15, Features Intersected: BAKERS CREEK, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 134.525, Lanes on structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $4,000, Total Project Cost: $53,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5570145P, Location: 3.7 MILES FROM I-20 (Lat: 32.303078, Lng: -90.392214), Route carried "on" structure: Federal lands road 1, Year Built: 1967, Status: Posted for load-capacity, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 728 (year 2010), Average Future Daily Traffic: 800 (year 2030), Design Load: H 15, Features Intersected: BAKERS CREEK, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 134.525, Lanes on structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $4,000, Total Project Cost: $53,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5570498P, Location: 0.30 MILES NORTH OF I-20. (Lat: 32.350556, Lng: -90.342694), Route carried "on" structure: Federal lands road 1, Year Built: 2004, Status: Posted for load-capacity, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 9,100 (year 2013), Average Future Daily Traffic: 10,920 (year 2033), Features Intersected: KANSAS CITY SOUTHERN RAI, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 141.300, Lanes on structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 3.3m (10.8ft), Right: 0.0m, Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $4,000, Total Project Cost: $60,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5570498P, Location: 0.30 MILES NORTH OF I-20. (Lat: 32.350556, Lng: -90.342694), Route carried "on" structure: Federal lands road 1, Year Built: 2004, Status: Posted for load-capacity, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 9,100 (year 2013), Average Future Daily Traffic: 10,920 (year 2033), Features Intersected: KANSAS CITY SOUTHERN RAI, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 141.300, Lanes on structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 3.3m (10.8ft), Right: 0.0m, Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $4,000, Total Project Cost: $60,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5570499P, Location: 0.80 MILES NORTH OF I-20. (Lat: 32.354500, Lng: -90.332061), Route carried "on" structure: Federal lands road 1, Year Built: 2004, Status: Posted for load-capacity, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 9,100 (year 2013), Average Future Daily Traffic: 10,920 (year 2033), Features Intersected: WEST NORTHSIDE DRIVE, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 142.025, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.8m (140.4ft), Curb or Sidewalk Widths: Left: 3.2m (10.5ft), Right: 0.0m, Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $4,000, Total Project Cost: $60,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5570499P, Location: 0.80 MILES NORTH OF I-20. (Lat: 32.354500, Lng: -90.332061), Route carried "on" structure: Federal lands road 1, Year Built: 2004, Status: Posted for load-capacity, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 9,100 (year 2013), Average Future Daily Traffic: 10,920 (year 2033), Features Intersected: WEST NORTHSIDE DRIVE, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 142.025, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.8m (140.4ft), Curb or Sidewalk Widths: Left: 3.2m (10.5ft), Right: 0.0m, Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $4,000, Total Project Cost: $60,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5570500P, Location: 1.44 MILES NORTH OF I-20. (Lat: 32.356056, Lng: -90.323000), Route carried "on" structure: Federal lands road 1, Year Built: 2004, Status: Posted for load-capacity, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 9,100 (year 2013), Average Future Daily Traffic: 10,920 (year 2033), Features Intersected: PINEHAVEN DRIVE, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 143.199, Lanes on structure: 2, Lanes under structure: 4, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.8m (140.4ft), Curb or Sidewalk Widths: Left: 3.3m (10.8ft), Right: 0.0m, Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $4,000, Total Project Cost: $53,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5570500P, Location: 1.44 MILES NORTH OF I-20. (Lat: 32.356056, Lng: -90.323000), Route carried "on" structure: Federal lands road 1, Year Built: 2004, Status: Posted for load-capacity, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 9,100 (year 2013), Average Future Daily Traffic: 10,920 (year 2033), Features Intersected: PINEHAVEN DRIVE, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 143.199, Lanes on structure: 2, Lanes under structure: 4, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.8m (140.4ft), Curb or Sidewalk Widths: Left: 3.3m (10.8ft), Right: 0.0m, Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $4,000, Total Project Cost: $53,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5570501P, Location: 2.96 MILES NORTH OF I-20. (Lat: 32.362833, Lng: -90.297250), Route carried "on" structure: Federal lands road 1, Year Built: 2004, Status: Posted for load-capacity, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 9,100 (year 2013), Average Future Daily Traffic: 10,920 (year 2033), Features Intersected: ARROW DRIVE, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 145.646, Lanes on structure: 2, Lanes under structure: 4, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $4,000, Total Project Cost: $53,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5570501P, Location: 2.96 MILES NORTH OF I-20. (Lat: 32.362833, Lng: -90.297250), Route carried "on" structure: Federal lands road 1, Year Built: 2004, Status: Posted for load-capacity, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 9,100 (year 2013), Average Future Daily Traffic: 10,920 (year 2033), Features Intersected: ARROW DRIVE, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 145.646, Lanes on structure: 2, Lanes under structure: 4, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $4,000, Total Project Cost: $53,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5570502P, Location: 3.86 MILES NORTH OF I-20 (Lat: 32.370333, Lng: -90.284083), Route carried "on" structure: Federal lands road 1, Year Built: 2004, Status: Open, Structure Length: 15.25m (50.03ft), Average Daily Traffic: 9,105 (year 2019), Average Future Daily Traffic: 10,925 (year 2039), Design Load: HS 20, Features Intersected: BOGUE CHITTO, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 147.094, Lanes on structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $3,000, Total Project Cost: $38,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5570502P, Location: 3.86 MILES NORTH OF I-20 (Lat: 32.370333, Lng: -90.284083), Route carried "on" structure: Federal lands road 1, Year Built: 2004, Status: Open, Structure Length: 15.25m (50.03ft), Average Daily Traffic: 9,105 (year 2019), Average Future Daily Traffic: 10,925 (year 2039), Design Load: HS 20, Features Intersected: BOGUE CHITTO, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 147.094, Lanes on structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $3,000, Total Project Cost: $38,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5570503P, Location: 4 MILES NORTH OF I-20. (Lat: 32.373139, Lng: -90.280222), Route carried "on" structure: Federal lands road 1, Year Built: 2004, Status: Posted for load-capacity, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 9,100 (year 2013), Average Future Daily Traffic: 10,920 (year 2033), Features Intersected: COUNTY ROAD G, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 147.416, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $4,000, Total Project Cost: $53,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5570503P, Location: 4 MILES NORTH OF I-20. (Lat: 32.373139, Lng: -90.280222), Route carried "on" structure: Federal lands road 1, Year Built: 2004, Status: Posted for load-capacity, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 9,100 (year 2013), Average Future Daily Traffic: 10,920 (year 2033), Features Intersected: COUNTY ROAD G, Facility Carried by Structure: NATCHEZ TRACE PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 147.416, Lanes on structure: 2, Lanes under structure: 2, Owner: National Park Service, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $4,000, Total Project Cost: $53,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA2500000000118, Location: SEC 5 T 5N R 1W B (Lat: 32.307722, Lng: -90.326000), Route carried "on" structure: County highway 6932, Year Built: 1990, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 10,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 14,700 (year 2040), Design Load: HS 20, Features Intersected: BAKERS CR, Facility Carried by Structure: SPRINGRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.140, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.8 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2500000000118, Location: SEC 5 T 5N R 1W B (Lat: 32.307722, Lng: -90.326000), Route carried "on" structure: County highway 6932, Year Built: 1990, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 10,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 14,700 (year 2040), Design Load: HS 20, Features Intersected: BAKERS CR, Facility Carried by Structure: SPRINGRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.140, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.8 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2500000000164, Location: SEC 2 T 5N R 2W (Lat: 32.298250, Lng: -90.363750), Route carried "on" structure: County highway 8277, Year Built: 2010, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,750 (year 2040), Design Load: HS 20, Features Intersected: SMITH CREEK, Facility Carried by Structure: MCRAVEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2500000000164, Location: SEC 2 T 5N R 2W (Lat: 32.298250, Lng: -90.363750), Route carried "on" structure: County highway 8277, Year Built: 2010, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 3,750 (year 2040), Design Load: HS 20, Features Intersected: SMITH CREEK, Facility Carried by Structure: MCRAVEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.160, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2500000000165, Location: SEC 3 T 5N R 2W B (Lat: 32.301611, Lng: -90.391306), Route carried "on" structure: County highway 410, Year Built: 1972, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,400 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 5,100 (year 2040), Design Load: HS 20, Features Intersected: BAKERS CR, Facility Carried by Structure: RAYMOND CLINTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.382, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $291,000, Roadway Improvement Cost: $29,000, Total Project Cost: $358,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA2500000000165, Location: SEC 3 T 5N R 2W B (Lat: 32.301611, Lng: -90.391306), Route carried "on" structure: County highway 410, Year Built: 1972, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,400 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 5,100 (year 2040), Design Load: HS 20, Features Intersected: BAKERS CR, Facility Carried by Structure: RAYMOND CLINTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.382, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $291,000, Roadway Improvement Cost: $29,000, Total Project Cost: $358,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA2500000000166, Location: SEC 3 T 5N R 2W B (Lat: 32.304444, Lng: -90.388611), Route carried "on" structure: City street 410, Year Built: 1957, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: HS 20, Features Intersected: BAKERS CR RELIEF, Facility Carried by Structure: RAYMOND CLINTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.543, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 62.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: SA2500000000166, Location: SEC 3 T 5N R 2W B (Lat: 32.304444, Lng: -90.388611), Route carried "on" structure: City street 410, Year Built: 1957, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 7,500 (year 2040), Design Load: HS 20, Features Intersected: BAKERS CR RELIEF, Facility Carried by Structure: RAYMOND CLINTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.543, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 62.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: SA2500000000167, Location: SEC 11 T 5N R 2W (Lat: 32.284000, Lng: -90.372361), Route carried "on" structure: County highway 5186, Year Built: 1972, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 450 (year 2038), Design Load: H 15, Features Intersected: BCH OF BAKERS CREEK, Facility Carried by Structure: SNAKE CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.988, 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: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 7.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 4.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum 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: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $17,000, Total Project Cost: $208,000 ( Estimate for 2019), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA2500000000167, Location: SEC 11 T 5N R 2W (Lat: 32.284000, Lng: -90.372361), Route carried "on" structure: County highway 5186, Year Built: 1972, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 300 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 450 (year 2038), Design Load: H 15, Features Intersected: BCH OF BAKERS CREEK, Facility Carried by Structure: SNAKE CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.988, 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: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 7.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 4.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum 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: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $17,000, Total Project Cost: $208,000 ( Estimate for 2019), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA2500000000168, Location: SEC 11 T 5N R 2W (Lat: 32.290972, Lng: -90.380556), Route carried "on" structure: County highway 5187, Year Built: 2007, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 325 (year 2040), Design Load: HS 20, Features Intersected: BCH OF BAKERS CREEK, Facility Carried by Structure: E AIRPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2500000000168, Location: SEC 11 T 5N R 2W (Lat: 32.290972, Lng: -90.380556), Route carried "on" structure: County highway 5187, Year Built: 2007, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 325 (year 2040), Design Load: HS 20, Features Intersected: BCH OF BAKERS CREEK, Facility Carried by Structure: E AIRPORT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.770, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2500000000169, Location: SEC 13 T 5N R 2W (Lat: 32.282278, Lng: -90.351944), Route carried "on" structure: County highway 5096, Year Built: 1994, Status: Open, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 750 (year 2040), Design Load: HS 20, Features Intersected: SMITH CR, Facility Carried by Structure: WELLS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.735, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2500000000169, Location: SEC 13 T 5N R 2W (Lat: 32.282278, Lng: -90.351944), Route carried "on" structure: County highway 5096, Year Built: 1994, Status: Open, Structure Length: 2.82m (9.25ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 750 (year 2040), Design Load: HS 20, Features Intersected: SMITH CR, Facility Carried by Structure: WELLS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.735, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA250000000017, Location: SEC 14 T 5N R 2W B (Lat: 32.282250, Lng: -90.369472), Route carried "on" structure: County highway 4167, Year Built: 1965, Year Reconstructed: 2018, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 960 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,440 (year 2040), Design Load: H 15, Features Intersected: BCH OF BAKERS CREEK, Facility Carried by Structure: N MIDWAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.002, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $10,000, Total Project Cost: $127,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA250000000017, Location: SEC 14 T 5N R 2W B (Lat: 32.282250, Lng: -90.369472), Route carried "on" structure: County highway 4167, Year Built: 1965, Year Reconstructed: 2018, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 960 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,440 (year 2040), Design Load: H 15, Features Intersected: BCH OF BAKERS CREEK, Facility Carried by Structure: N MIDWAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.002, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $10,000, Total Project Cost: $127,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2500000000195, Location: SEC 4 T 6N R 1W B (Lat: 32.391833, Lng: -90.309444), Route carried "on" structure: County highway 4105, Year Built: 1959, Status: Posted for load, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 4,300 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 6,450 (year 2035), Design Load: H 15, Features Intersected: BOGUE CHITTO CREEK, Facility Carried by Structure: PINEHAVEN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.149, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 17.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 10.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, 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: 3.66m (12.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $269,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA2500000000195, Location: SEC 4 T 6N R 1W B (Lat: 32.391833, Lng: -90.309444), Route carried "on" structure: County highway 4105, Year Built: 1959, Status: Posted for load, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 4,300 (year 2015), Truck Traffic: 15%, Average Future Daily Traffic: 6,450 (year 2035), Design Load: H 15, Features Intersected: BOGUE CHITTO CREEK, Facility Carried by Structure: PINEHAVEN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.149, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 17.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 10.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, 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: 3.66m (12.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $269,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA2500000000197, Location: SEC 5 T 6N R 1W B (Lat: 32.398611, Lng: -90.312778), Route carried "on" structure: County highway 415, Year Built: 2010, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 940 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,410 (year 2040), Design Load: HL 93, Features Intersected: BOGUE CHITTO CREEK, Facility Carried by Structure: KICKAPOO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.7 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: 33.7 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2500000000197, Location: SEC 5 T 6N R 1W B (Lat: 32.398611, Lng: -90.312778), Route carried "on" structure: County highway 415, Year Built: 2010, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 940 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,410 (year 2040), Design Load: HL 93, Features Intersected: BOGUE CHITTO CREEK, Facility Carried by Structure: KICKAPOO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.7 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: 33.7 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA25000000002, Location: SEC 7 T 6N R 1W B (Lat: 32.381917, Lng: -90.338583), Route carried "on" structure: County highway 489, Year Built: 2010, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,100 (year 2040), Design Load: HS 20, Features Intersected: STAIGHT FENCE CREEK, Facility Carried by Structure: CLINTON TINNIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.735, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA25000000002, Location: SEC 7 T 6N R 1W B (Lat: 32.381917, Lng: -90.338583), Route carried "on" structure: County highway 489, Year Built: 2010, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,100 (year 2040), Design Load: HS 20, Features Intersected: STAIGHT FENCE CREEK, Facility Carried by Structure: CLINTON TINNIN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.735, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA250000000022, Location: SEC 19 T 6N R 1W (Lat: 32.342806, Lng: -90.333472), Route carried "on" structure: City street 7308, Year Built: 1993, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 180 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 270 (year 2040), Design Load: H 15, Features Intersected: LARGE STREAM, Facility Carried by Structure: VERNON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $142,000, Roadway Improvement Cost: $15,000, Total Project Cost: $175,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA250000000022, Location: SEC 19 T 6N R 1W (Lat: 32.342806, Lng: -90.333472), Route carried "on" structure: City street 7308, Year Built: 1993, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 180 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 270 (year 2040), Design Load: H 15, Features Intersected: LARGE STREAM, Facility Carried by Structure: VERNON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $142,000, Roadway Improvement Cost: $15,000, Total Project Cost: $175,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA2500000000271, Location: SEC 1 T 6N R 2W (Lat: 32.393189, Lng: -90.359986), Route carried "on" structure: County highway 5034, Year Built: 1967, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 260 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 390 (year 2040), Design Load: H 15, Features Intersected: BCH OF STRAIGHT FENCE CR, Facility Carried by Structure: WILLIAMSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.379, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.2 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $17,000, Total Project Cost: $208,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2500000000271, Location: SEC 1 T 6N R 2W (Lat: 32.393189, Lng: -90.359986), Route carried "on" structure: County highway 5034, Year Built: 1967, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 260 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 390 (year 2040), Design Load: H 15, Features Intersected: BCH OF STRAIGHT FENCE CR, Facility Carried by Structure: WILLIAMSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.379, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.2 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $17,000, Total Project Cost: $208,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2500000000275, Location: SEC 4 T 6N R 2W B (Lat: 32.388528, Lng: -90.416111), Route carried "on" structure: County highway 5029, Year Built: 1978, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2040), Design Load: H 15, Features Intersected: FLEETWOOD CR, Facility Carried by Structure: MT OLIVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $14,000, Total Project Cost: $170,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA2500000000275, Location: SEC 4 T 6N R 2W B (Lat: 32.388528, Lng: -90.416111), Route carried "on" structure: County highway 5029, Year Built: 1978, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2040), Design Load: H 15, Features Intersected: FLEETWOOD CR, Facility Carried by Structure: MT OLIVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $14,000, Total Project Cost: $170,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA2500000000283, Location: SEC 15 T 6N R 2W (Lat: 32.358611, Lng: -90.398611), Route carried "on" structure: County highway 412, Year Built: 1961, Status: Closed, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 180 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 270 (year 2040), Design Load: H 10, Features Intersected: BAKERS CREEK, Facility Carried by Structure: N.NORREL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.598, Lanes on structure: 2, Owner: City or Municipal 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: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Poor, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $17,000, Total Project Cost: $208,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA2500000000283, Location: SEC 15 T 6N R 2W (Lat: 32.358611, Lng: -90.398611), Route carried "on" structure: County highway 412, Year Built: 1961, Status: Closed, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 180 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 270 (year 2040), Design Load: H 10, Features Intersected: BAKERS CREEK, Facility Carried by Structure: N.NORREL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.598, Lanes on structure: 2, Owner: City or Municipal 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: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Poor, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $17,000, Total Project Cost: $208,000 ( Estimate for 2020), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous