Bridge Statistics for Sebastopol, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 217ft / 66.0mTotal length
- $154,100,000Total costs
- 38,170Total average daily traffic
- 4,720Total average daily truck traffic
- 41,605Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Sebastopol
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 41970-1979
- 101980-1989
- 12000-2009
- Bridge Condition - Deck
- 22.2%Very good
- 11.1%Good
- 33.3%Satisfactory
- 33.3%Fair
- Bridge Condition - Superstructure
- 66.7%Very good
- 11.1%Good
- 22.2%Fair
- Bridge Condition - Substructure
- 55.6%Very good
- 33.3%Good
- 11.1%Satisfactory
- Bridge Condition - Channel
- 37.5%Very good
- 31.3%Good
- 6.3%Satisfactory
- 18.8%Fair
- 6.3%Poor
- Bridge Condition - Culverts
- 71.4%Very good
- 28.6%Good
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Structure Number: 31000210500202, Location: 0.6 MI N NEWTON CL (Lat: 32.580383, Lng: -89.306683), Route carried "on" structure: State highway 21, Year Built: 1984, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,700 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,700 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.024, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 31000210500202, Location: 0.6 MI N NEWTON CL (Lat: 32.580383, Lng: -89.306683), Route carried "on" structure: State highway 21, Year Built: 1984, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,700 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,700 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.024, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 31000210500224, Location: 2.8 MI N NEWTON CL (Lat: 32.600542, Lng: -89.276947), Route carried "on" structure: State highway 21, Year Built: 1986, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,700 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,700 (year 2040), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.630, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), 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: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 31000210500224, Location: 2.8 MI N NEWTON CL (Lat: 32.600542, Lng: -89.276947), Route carried "on" structure: State highway 21, Year Built: 1986, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,700 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,700 (year 2040), Design Load: HS 20, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.630, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), 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: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 31000210500225, Location: 2.9 MI N NEWTON CL (Lat: 32.600747, Lng: -89.276197), Route carried "on" structure: State highway 21, Year Built: 1984, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 2,700 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,700 (year 2040), Design Load: HS 20, Features Intersected: PINTER CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.704, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 45.9 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, 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: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000210500225, Location: 2.9 MI N NEWTON CL (Lat: 32.600747, Lng: -89.276197), Route carried "on" structure: State highway 21, Year Built: 1984, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 2,700 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,700 (year 2040), Design Load: HS 20, Features Intersected: PINTER CREEK TRIBUTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.704, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 45.9 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, 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: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000210510194, Location: 0.3 MI N SCOTT CL (Lat: 32.575244, Lng: -89.318681), Route carried "on" structure: State highway 21, Year Built: 1959, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 2,400 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: HS 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.375, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $102,000,000, Roadway Improvement Cost: $10,000,000, Total Project Cost: $153,000,000
Structure Number: 31000210510194, Location: 0.3 MI N SCOTT CL (Lat: 32.575244, Lng: -89.318681), Route carried "on" structure: State highway 21, Year Built: 1959, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 2,400 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: HS 15, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.375, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $102,000,000, Roadway Improvement Cost: $10,000,000, Total Project Cost: $153,000,000
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Structure Number: 31000210620135, Location: 4.5 MI S SR 492 (Lat: 32.526192, Lng: -89.381544), Route carried "on" structure: State highway 21, Year Built: 1981, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 3,700 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,300 (year 2040), Design Load: HS 20, Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.616, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 66.6 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 31000210620135, Location: 4.5 MI S SR 492 (Lat: 32.526192, Lng: -89.381544), Route carried "on" structure: State highway 21, Year Built: 1981, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 3,700 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,300 (year 2040), Design Load: HS 20, Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.616, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 66.6 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: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 31000210620137, Location: 4.3 MI S SR 492 (Lat: 32.526964, Lng: -89.378911), Route carried "on" structure: State highway 21, Year Built: 1981, Status: Open, Structure Length: 11.03m (36.19ft), Average Daily Traffic: 3,700 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,300 (year 2040), Design Load: HS 20, Features Intersected: N CANAL TUSCOLAMETA CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.878, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000210620137, Location: 4.3 MI S SR 492 (Lat: 32.526964, Lng: -89.378911), Route carried "on" structure: State highway 21, Year Built: 1981, Status: Open, Structure Length: 11.03m (36.19ft), Average Daily Traffic: 3,700 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,300 (year 2040), Design Load: HS 20, Features Intersected: N CANAL TUSCOLAMETA CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.878, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 7, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000210620139, Location: 4.1 MI S SR 492 (Lat: 32.527758, Lng: -89.375458), Route carried "on" structure: State highway 21, Year Built: 1981, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 3,700 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,300 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.214, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 56.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 31000210620139, Location: 4.1 MI S SR 492 (Lat: 32.527758, Lng: -89.375458), Route carried "on" structure: State highway 21, Year Built: 1981, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 3,700 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,300 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.214, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 56.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 31000210620155, Location: 2.7 MI S SR 492 (Lat: 32.542722, Lng: -89.358597), Route carried "on" structure: State highway 21, Year Built: 1977, Status: Open, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 3,700 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,300 (year 2040), Design Load: HS 20, Features Intersected: SIPSEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.669, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: Fair, Operating Rating: 63.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000210620155, Location: 2.7 MI S SR 492 (Lat: 32.542722, Lng: -89.358597), Route carried "on" structure: State highway 21, Year Built: 1977, Status: Open, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 3,700 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 4,300 (year 2040), Design Load: HS 20, Features Intersected: SIPSEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.669, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: Fair, Operating Rating: 63.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000210620166, Location: 1.5 MI S SR 492 (Lat: 32.557575, Lng: -89.356575), Route carried "on" structure: State highway 21, Year Built: 1981, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 6,100 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 6,900 (year 2040), Design Load: HS 20, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.362, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 31000210620166, Location: 1.5 MI S SR 492 (Lat: 32.557575, Lng: -89.356575), Route carried "on" structure: State highway 21, Year Built: 1981, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 6,100 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 6,900 (year 2040), Design Load: HS 20, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.362, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 31004920510108, Location: 0.4 MI E SCOTT CL (Lat: 32.560364, Lng: -89.317314), Route carried "on" structure: State highway 492, Year Built: 1988, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 2,100 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,100 (year 2040), Design Load: HS 20, Features Intersected: SIMMONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.589, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31004920510108, Location: 0.4 MI E SCOTT CL (Lat: 32.560364, Lng: -89.317314), Route carried "on" structure: State highway 492, Year Built: 1988, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 2,100 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,100 (year 2040), Design Load: HS 20, Features Intersected: SIMMONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.589, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3100492051011, Location: 0.6 MI E SCOTT CL (Lat: 32.558386, Lng: -89.315078), Route carried "on" structure: State highway 492, Year Built: 1989, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 2,100 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,100 (year 2040), Design Load: HS 20, Features Intersected: SIPSEY RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.893, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3100492051011, Location: 0.6 MI E SCOTT CL (Lat: 32.558386, Lng: -89.315078), Route carried "on" structure: State highway 492, Year Built: 1989, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 2,100 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,100 (year 2040), Design Load: HS 20, Features Intersected: SIPSEY RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.893, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31004920510112, Location: 0.7 MI E SCOTT CL (Lat: 32.556783, Lng: -89.313308), Route carried "on" structure: State highway 492, Year Built: 1989, Status: Open, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 2,100 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,100 (year 2040), Design Load: HS 20, Features Intersected: SIPSEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.138, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31004920510112, Location: 0.7 MI E SCOTT CL (Lat: 32.556783, Lng: -89.313308), Route carried "on" structure: State highway 492, Year Built: 1989, Status: Open, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 2,100 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,100 (year 2040), Design Load: HS 20, Features Intersected: SIPSEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.138, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA5000000000011, Location: SEC 32 T 9N R10E B (Lat: 32.586444, Lng: -89.285758), Route carried "on" structure: County highway 4, Year Built: 1978, Status: Posted for load, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2041), Design Load: HS 15, Features Intersected: PINTER CREEK, Facility Carried by Structure: COUNTY ROAD 107
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, 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: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 23.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.2 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 36.60m (120.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $200,000, Total Project Cost: $800,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5000000000011, Location: SEC 32 T 9N R10E B (Lat: 32.586444, Lng: -89.285758), Route carried "on" structure: County highway 4, Year Built: 1978, Status: Posted for load, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2041), Design Load: HS 15, Features Intersected: PINTER CREEK, Facility Carried by Structure: COUNTY ROAD 107
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, 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: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 23.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.2 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 36.60m (120.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $200,000, Total Project Cost: $800,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA5000000000012, Location: SEC 33 T 9N R10E B (Lat: 32.578156, Lng: -89.272842), Route carried "on" structure: County highway 356, Year Built: 1978, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2041), Design Load: HS 15, Features Intersected: SIPSEY CREEK, Facility Carried by Structure: COUNTY ROAD 107
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5000000000012, Location: SEC 33 T 9N R10E B (Lat: 32.578156, Lng: -89.272842), Route carried "on" structure: County highway 356, Year Built: 1978, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2041), Design Load: HS 15, Features Intersected: SIPSEY CREEK, Facility Carried by Structure: COUNTY ROAD 107
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA5000000000013, Location: SEC 33 T 9N R10E B (Lat: 32.580442, Lng: -89.275672), Route carried "on" structure: County highway 356, Year Built: 1978, Status: Posted for load, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2040), Design Load: HS 15, Features Intersected: SIPSEY CREEK RELIEF, Facility Carried by Structure: COUNTY ROAD 107
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, 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: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 28.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.0 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA5000000000013, Location: SEC 33 T 9N R10E B (Lat: 32.580442, Lng: -89.275672), Route carried "on" structure: County highway 356, Year Built: 1978, Status: Posted for load, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2040), Design Load: HS 15, Features Intersected: SIPSEY CREEK RELIEF, Facility Carried by Structure: COUNTY ROAD 107
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 9, 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: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 28.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.0 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA6200000000138, Location: SEC 13 T 8N R 9E (Lat: 32.531444, Lng: -89.322472), Route carried "on" structure: County highway 59, Year Built: 2002, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 20 (year 2017), Average Future Daily Traffic: 30 (year 2040), Design Load: HS 20, Features Intersected: BCH OF TUSCOLAMETA CK, Facility Carried by Structure: COUNTY LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Poor, Culverts: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $150,000, Total Project Cost: $300,000 ( Estimate for 2017)
Structure Number: SA6200000000138, Location: SEC 13 T 8N R 9E (Lat: 32.531444, Lng: -89.322472), Route carried "on" structure: County highway 59, Year Built: 2002, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 20 (year 2017), Average Future Daily Traffic: 30 (year 2040), Design Load: HS 20, Features Intersected: BCH OF TUSCOLAMETA CK, Facility Carried by Structure: COUNTY LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Poor, Culverts: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $150,000, Total Project Cost: $300,000 ( Estimate for 2017)