Bridge Statistics for New Hamilton, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 128ft / 39.0mTotal length
- 45,780Total average daily traffic
- 6,020Total average daily truck traffic
- 65,520Total future (year 2034) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for New Hamilton
- No street view available for this location
- New bridges - historical statistics
- 21970-1979
- 81990-1999
- Bridge Condition - Superstructure
- 50.0%Very good
- 50.0%Good
- Bridge Condition - Channel
- 62.5%Good
- 25.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Culverts
- 75.0%Good
- 25.0%Satisfactory
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Structure Number: 21000450481784A, Location: 3.5 MI N LOWNDES CL (Lat: 33.717983, Lng: -88.449997), Route carried "on" structure: US 45, Year Built: 1996, Status: Open, Structure Length: 8.45m (27.72ft), Average Daily Traffic: 4,450 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HS 20, Features Intersected: McKINLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.279, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000450481784A, Location: 3.5 MI N LOWNDES CL (Lat: 33.717983, Lng: -88.449997), Route carried "on" structure: US 45, Year Built: 1996, Status: Open, Structure Length: 8.45m (27.72ft), Average Daily Traffic: 4,450 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HS 20, Features Intersected: McKINLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.279, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000450481784B, Location: 3.5 MI N LOWNDES CL (Lat: 33.717108, Lng: -88.450047), Route carried "on" structure: US 45, Year Built: 1996, Status: Open, Structure Length: 8.45m (27.72ft), Average Daily Traffic: 4,450 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HS 20, Features Intersected: McKINLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.193, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000450481784B, Location: 3.5 MI N LOWNDES CL (Lat: 33.717108, Lng: -88.450047), Route carried "on" structure: US 45, Year Built: 1996, Status: Open, Structure Length: 8.45m (27.72ft), Average Daily Traffic: 4,450 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HS 20, Features Intersected: McKINLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.193, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 5, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000450481793A, Location: 4.4 MI N LOWNDES CL (Lat: 33.728486, Lng: -88.441978), Route carried "on" structure: US 45, Year Built: 1996, Status: Open, Structure Length: 5.72m (18.77ft), Average Daily Traffic: 3,850 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 5,500 (year 2040), Design Load: HS 20, Features Intersected: BURLINGTON NORTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.873, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000450481793A, Location: 4.4 MI N LOWNDES CL (Lat: 33.728486, Lng: -88.441978), Route carried "on" structure: US 45, Year Built: 1996, Status: Open, Structure Length: 5.72m (18.77ft), Average Daily Traffic: 3,850 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 5,500 (year 2040), Design Load: HS 20, Features Intersected: BURLINGTON NORTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.873, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000450481793B, Location: 4.4 MI N LOWNDES CL (Lat: 33.727864, Lng: -88.442303), Route carried "on" structure: US 45, Year Built: 1996, Status: Open, Structure Length: 5.72m (18.77ft), Average Daily Traffic: 3,850 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 5,500 (year 2040), Design Load: HS 20, Features Intersected: BURLINGTON NORTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.610, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000450481793B, Location: 4.4 MI N LOWNDES CL (Lat: 33.727864, Lng: -88.442303), Route carried "on" structure: US 45, Year Built: 1996, Status: Open, Structure Length: 5.72m (18.77ft), Average Daily Traffic: 3,850 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 5,500 (year 2040), Design Load: HS 20, Features Intersected: BURLINGTON NORTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.610, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000450481813, Location: 6.4 MI N LOWNDES CL (Lat: 33.755303, Lng: -88.442689), Route carried "on" structure: US 45, Year Built: 1996, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 7,700 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 11,000 (year 2040), Design Load: HS 20, Features Intersected: FIELD DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.934, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 73.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 21000450481813, Location: 6.4 MI N LOWNDES CL (Lat: 33.755303, Lng: -88.442689), Route carried "on" structure: US 45, Year Built: 1996, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 7,700 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 11,000 (year 2040), Design Load: HS 20, Features Intersected: FIELD DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.934, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 73.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 21000450481820A, Location: 7.1 MI N LOWNDES CL (Lat: 33.768228, Lng: -88.456167), Route carried "on" structure: US 45, Year Built: 1996, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 4,450 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 6,500 (year 2040), Design Load: HS 20, Features Intersected: BROYLES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.711, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, 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-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000450481820A, Location: 7.1 MI N LOWNDES CL (Lat: 33.768228, Lng: -88.456167), Route carried "on" structure: US 45, Year Built: 1996, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 4,450 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 6,500 (year 2040), Design Load: HS 20, Features Intersected: BROYLES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.711, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, 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-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000450481820B, Location: 7.1 MI N LOWNDES CL (Lat: 33.767997, Lng: -88.455781), Route carried "on" structure: US 45, Year Built: 1996, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 4,450 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 6,500 (year 2040), Design Load: HS 20, Features Intersected: BROYLES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.832, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, 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-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21000450481820B, Location: 7.1 MI N LOWNDES CL (Lat: 33.767997, Lng: -88.455781), Route carried "on" structure: US 45, Year Built: 1996, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 4,450 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 6,500 (year 2040), Design Load: HS 20, Features Intersected: BROYLES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.832, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, 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-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21000450481841, Location: 9.2 MI N LOWNDES CL (Lat: 33.797572, Lng: -88.462956), Route carried "on" structure: US 45, Year Built: 1996, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 8,900 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 13,000 (year 2040), Design Load: HS 20, Features Intersected: BUCKINGHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.197, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 82.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 21000450481841, Location: 9.2 MI N LOWNDES CL (Lat: 33.797572, Lng: -88.462956), Route carried "on" structure: US 45, Year Built: 1996, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 8,900 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 13,000 (year 2040), Design Load: HS 20, Features Intersected: BUCKINGHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.197, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 4, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 82.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: SA4800000000148, Location: SEC 8 T15S R18W (Lat: 33.782556, Lng: -88.456917), Route carried "on" structure: County highway 1613, Year Built: 1974, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 280 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 420 (year 2035), Design Load: HS 15, Features Intersected: BUCKINGHAM CREEK, Facility Carried by Structure: CENTERHILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 66.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: SA4800000000148, Location: SEC 8 T15S R18W (Lat: 33.782556, Lng: -88.456917), Route carried "on" structure: County highway 1613, Year Built: 1974, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 280 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 420 (year 2035), Design Load: HS 15, Features Intersected: BUCKINGHAM CREEK, Facility Carried by Structure: CENTERHILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.805, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 66.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: SA4800000000154, Location: SEC 22 T15S R18W B (Lat: 33.740000, Lng: -88.418472), Route carried "on" structure: County highway 754, Year Built: 1972, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 3,400 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 5,100 (year 2034), Design Load: HS 20, Features Intersected: WILSON CREEK, Facility Carried by Structure: HAMILTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.574, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 52.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: SA4800000000154, Location: SEC 22 T15S R18W B (Lat: 33.740000, Lng: -88.418472), Route carried "on" structure: County highway 754, Year Built: 1972, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 3,400 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 5,100 (year 2034), Design Load: HS 20, Features Intersected: WILSON CREEK, Facility Carried by Structure: HAMILTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.574, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 52.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020