Bridge Statistics for Leakesville, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 30Number of bridges
- 614ft / 187mTotal length
- $239,792,000Total costs
- 38,410Total average daily traffic
- 4,765Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Leakesville
- No street view available for this location
- New bridges - historical statistics
- 21940-1949
- 11950-1959
- 21960-1969
- 61970-1979
- 31990-1999
- 12000-2009
- 152010-2019
- Bridge Condition - Deck
- 37.5%Very good
- 43.8%Good
- 18.8%Satisfactory
- Bridge Condition - Superstructure
- 56.3%Very good
- 25.0%Good
- 18.8%Satisfactory
- Bridge Condition - Substructure
- 62.5%Very good
- 12.5%Good
- 25.0%Fair
- Bridge Condition - Channel
- 30.8%Very good
- 38.5%Good
- 19.2%Satisfactory
- 11.5%Fair
- Bridge Condition - Culverts
- 41.7%Very good
- 25.0%Good
- 33.3%Satisfactory
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Structure Number: 31000570210679A, Location: SR 57 OVER SR 63 (Lat: 31.128019, Lng: -88.511014), Route carried "on" structure: State highway 57, Year Built: 2011, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 1,250 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,350 (year 2040), Design Load: HS 20, Features Intersected: SR 63
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.0m (101.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000570210679A, Location: SR 57 OVER SR 63 (Lat: 31.128019, Lng: -88.511014), Route carried "on" structure: State highway 57, Year Built: 2011, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 1,250 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,350 (year 2040), Design Load: HS 20, Features Intersected: SR 63
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.0m (101.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000570210679B, Location: SR 57 OVER SR 63 (Lat: 31.127247, Lng: -88.511103), Route carried "on" structure: State highway 57, Year Built: 2011, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 1,250 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,350 (year 2040), Design Load: HS 20, Features Intersected: SR 63
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.821, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.0m (101.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000570210679B, Location: SR 57 OVER SR 63 (Lat: 31.127247, Lng: -88.511103), Route carried "on" structure: State highway 57, Year Built: 2011, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 1,250 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,350 (year 2040), Design Load: HS 20, Features Intersected: SR 63
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.821, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.0m (101.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000570210696, Location: 0.8 MI S SR 63 (Lat: 31.151111, Lng: -88.573997), Route carried "on" structure: State highway 57, Year Built: 1940, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: H 15, Features Intersected: MARTIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.564, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Inventory Rating: 87.6 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 31000570210696, Location: 0.8 MI S SR 63 (Lat: 31.151111, Lng: -88.573997), Route carried "on" structure: State highway 57, Year Built: 1940, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,000 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,000 (year 2040), Design Load: H 15, Features Intersected: MARTIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.564, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Inventory Rating: 87.6 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 31000570210726A, Location: 0.7 MI N SR 63 (Lat: 31.150089, Lng: -88.500553), Route carried "on" structure: State highway 57, Year Built: 2011, Status: Open, Structure Length: 4.25m (13.94ft), Average Daily Traffic: 550 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 550 (year 2040), Design Load: HS 20, Features Intersected: FAULK DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.086, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
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: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000570210726A, Location: 0.7 MI N SR 63 (Lat: 31.150089, Lng: -88.500553), Route carried "on" structure: State highway 57, Year Built: 2011, Status: Open, Structure Length: 4.25m (13.94ft), Average Daily Traffic: 550 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 550 (year 2040), Design Load: HS 20, Features Intersected: FAULK DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.086, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
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: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000570210726B, Location: 0.7 MI N SR 63 (Lat: 31.149586, Lng: -88.500400), Route carried "on" structure: State highway 57, Year Built: 2011, Status: Open, Structure Length: 4.25m (13.94ft), Average Daily Traffic: 550 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 550 (year 2040), Design Load: HS 20, Features Intersected: FAULK DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.730, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
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: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000570210726B, Location: 0.7 MI N SR 63 (Lat: 31.149586, Lng: -88.500400), Route carried "on" structure: State highway 57, Year Built: 2011, Status: Open, Structure Length: 4.25m (13.94ft), Average Daily Traffic: 550 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 550 (year 2040), Design Load: HS 20, Features Intersected: FAULK DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.730, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
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: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000570210727A, Location: 0.8 MI N SR 63 (Lat: 31.151533, Lng: -88.500272), Route carried "on" structure: State highway 57, Year Built: 2011, Status: Open, Structure Length: 4.83m (15.85ft), Average Daily Traffic: 550 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 550 (year 2040), Design Load: HS 20, Features Intersected: MEADOW BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.923, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000570210727A, Location: 0.8 MI N SR 63 (Lat: 31.151533, Lng: -88.500272), Route carried "on" structure: State highway 57, Year Built: 2011, Status: Open, Structure Length: 4.83m (15.85ft), Average Daily Traffic: 550 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 550 (year 2040), Design Load: HS 20, Features Intersected: MEADOW BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.923, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000570210727B, Location: 0.8 MI N SR 63 (Lat: 31.151050, Lng: -88.500092), Route carried "on" structure: State highway 57, Year Built: 2011, Status: Open, Structure Length: 4.87m (15.98ft), Average Daily Traffic: 550 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 550 (year 2040), Design Load: HS 20, Features Intersected: MEADOW BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.894, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000570210727B, Location: 0.8 MI N SR 63 (Lat: 31.151050, Lng: -88.500092), Route carried "on" structure: State highway 57, Year Built: 2011, Status: Open, Structure Length: 4.87m (15.98ft), Average Daily Traffic: 550 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 550 (year 2040), Design Load: HS 20, Features Intersected: MEADOW BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.894, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000570210729A, Location: 1.0 MI N SR 63 (Lat: 31.156819, Lng: -88.499911), Route carried "on" structure: State highway 57, Year Built: 2011, Status: Open, Structure Length: 17.98m (58.99ft), Average Daily Traffic: 550 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 550 (year 2040), Design Load: HS 20, Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.336, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000570210729A, Location: 1.0 MI N SR 63 (Lat: 31.156819, Lng: -88.499911), Route carried "on" structure: State highway 57, Year Built: 2011, Status: Open, Structure Length: 17.98m (58.99ft), Average Daily Traffic: 550 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 550 (year 2040), Design Load: HS 20, Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.336, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000570210729B, Location: 1.0 MI N SR 63 (Lat: 31.155153, Lng: -88.499653), Route carried "on" structure: State highway 57, Year Built: 2011, Status: Open, Structure Length: 18.11m (59.42ft), Average Daily Traffic: 550 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 550 (year 2040), Design Load: HS 20, Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.351, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000570210729B, Location: 1.0 MI N SR 63 (Lat: 31.155153, Lng: -88.499653), Route carried "on" structure: State highway 57, Year Built: 2011, Status: Open, Structure Length: 18.11m (59.42ft), Average Daily Traffic: 550 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 550 (year 2040), Design Load: HS 20, Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.351, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 5, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000570210741, Location: 2.6 MI N SR 63 (Lat: 31.173078, Lng: -88.502192), Route carried "on" structure: State highway 57, Year Built: 2012, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 880 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 930 (year 2040), Design Load: HS 20+Mod, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.358, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 5, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.6 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, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 31000570210741, Location: 2.6 MI N SR 63 (Lat: 31.173078, Lng: -88.502192), Route carried "on" structure: State highway 57, Year Built: 2012, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 880 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 930 (year 2040), Design Load: HS 20+Mod, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.358, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 5, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 34.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.6 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, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 31000570210745, Location: 3.0 MI N SR 63 (Lat: 31.178014, Lng: -88.503042), Route carried "on" structure: State highway 57, Year Built: 2012, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 880 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 930 (year 2040), Design Load: HS 20+Mod, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.912, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 5, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 75.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.9 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: March 2020
Structure Number: 31000570210745, Location: 3.0 MI N SR 63 (Lat: 31.178014, Lng: -88.503042), Route carried "on" structure: State highway 57, Year Built: 2012, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 880 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 930 (year 2040), Design Load: HS 20+Mod, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.912, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 5, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 75.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.9 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: March 2020
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Structure Number: 31000570210747, Location: 3.2 MI N SR 63 (Lat: 31.181100, Lng: -88.503553), Route carried "on" structure: State highway 57, Year Built: 2011, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 880 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 930 (year 2040), Design Load: HS 20+Mod, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.258, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 5, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 51.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 31000570210747, Location: 3.2 MI N SR 63 (Lat: 31.181100, Lng: -88.503553), Route carried "on" structure: State highway 57, Year Built: 2011, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 880 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 930 (year 2040), Design Load: HS 20+Mod, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.258, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 5, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 51.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 31000570210748, Location: 3.3 MI N SR 63 (Lat: 31.182247, Lng: -88.503772), Route carried "on" structure: State highway 57, Year Built: 2012, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 880 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 930 (year 2040), Design Load: HS 20+Mod, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.387, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 5, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 75.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.9 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: March 2020
Structure Number: 31000570210748, Location: 3.3 MI N SR 63 (Lat: 31.182247, Lng: -88.503772), Route carried "on" structure: State highway 57, Year Built: 2012, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 880 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 930 (year 2040), Design Load: HS 20+Mod, Features Intersected: DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.387, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 5, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 75.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.9 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: March 2020
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Structure Number: 31000630210562, Location: 2.1 MI S SR 57 (Lat: 31.099889, Lng: -88.525417), Route carried "on" structure: State highway 63, Year Built: 2011, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,700 (year 2040), Design Load: HS 20+Mod, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.494, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.0m (19.7ft)
Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 31000630210562, Location: 2.1 MI S SR 57 (Lat: 31.099889, Lng: -88.525417), Route carried "on" structure: State highway 63, Year Built: 2011, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 2,500 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,700 (year 2040), Design Load: HS 20+Mod, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.494, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 6, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.0m (19.7ft)
Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 31000630210576, Location: 1.5 MI S SR 57 NORTH (Lat: 31.131536, Lng: -88.520100), Route carried "on" structure: State highway 63, Year Built: 1947, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 4,700 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 4,700 (year 2040), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.976, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 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, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $5,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $238,000,000
Structure Number: 31000630210576, Location: 1.5 MI S SR 57 NORTH (Lat: 31.131536, Lng: -88.520100), Route carried "on" structure: State highway 63, Year Built: 1947, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 4,700 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 4,700 (year 2040), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.976, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 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, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $5,000,000, Roadway Improvement Cost: $200,000,000, Total Project Cost: $238,000,000
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Structure Number: 3100063021059, Location: 0.1 MI S SR 57 NORTH (Lat: 31.145561, Lng: -88.536619), Route carried "on" structure: State highway 63, Year Built: 1995, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 4,700 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 4,700 (year 2040), Design Load: HS 20, Features Intersected: FAULK DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.724, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 56.9 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: Equal to present desirable 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3100063021059, Location: 0.1 MI S SR 57 NORTH (Lat: 31.145561, Lng: -88.536619), Route carried "on" structure: State highway 63, Year Built: 1995, Status: Open, Structure Length: 6.16m (20.21ft), Average Daily Traffic: 4,700 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 4,700 (year 2040), Design Load: HS 20, Features Intersected: FAULK DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.724, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 56.9 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: Equal to present desirable 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000630210593, Location: 0.2 MI N SR 57 NORTH (Lat: 31.150461, Lng: -88.548408), Route carried "on" structure: State highway 63, Year Built: 1995, Status: Open, Structure Length: 88.45m (290.19ft), Average Daily Traffic: 4,700 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 4,700 (year 2040), Design Load: HS 20, Features Intersected: CHICKASAWHAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.474, Lanes on structure: 2, 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: 25, Length of Maximum Span: 67.1m (220.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000630210593, Location: 0.2 MI N SR 57 NORTH (Lat: 31.150461, Lng: -88.548408), Route carried "on" structure: State highway 63, Year Built: 1995, Status: Open, Structure Length: 88.45m (290.19ft), Average Daily Traffic: 4,700 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 4,700 (year 2040), Design Load: HS 20, Features Intersected: CHICKASAWHAY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.474, Lanes on structure: 2, 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: 25, Length of Maximum Span: 67.1m (220.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA2100000000023, Location: SEC 5 T 2N R 5W B (Lat: 31.163431, Lng: -88.511639), Route carried "on" structure: County highway 173, Year Built: 1976, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 450 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 525 (year 2040), Design Load: HS 20, Features Intersected: MCLEOD CREEK, Facility Carried by Structure: ROUNSAVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: December 2020
Structure Number: SA2100000000023, Location: SEC 5 T 2N R 5W B (Lat: 31.163431, Lng: -88.511639), Route carried "on" structure: County highway 173, Year Built: 1976, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 450 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 525 (year 2040), Design Load: HS 20, Features Intersected: MCLEOD CREEK, Facility Carried by Structure: ROUNSAVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: December 2020
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Structure Number: SA2100000000024, Location: SEC 19 T 2N R 5W B (Lat: 31.121325, Lng: -88.521531), Route carried "on" structure: County highway 256, Year Built: 1999, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 210 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 300 (year 2040), Design Load: HS 20, Features Intersected: MAPLES CREEK, Facility Carried by Structure: VERNAL RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.208, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), 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: 0.4m (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: Very good, Substructure: Good, Channel: Good, Operating Rating: 89.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: SA2100000000024, Location: SEC 19 T 2N R 5W B (Lat: 31.121325, Lng: -88.521531), Route carried "on" structure: County highway 256, Year Built: 1999, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 210 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 300 (year 2040), Design Load: HS 20, Features Intersected: MAPLES CREEK, Facility Carried by Structure: VERNAL RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.208, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), 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: 0.4m (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: Very good, Substructure: Good, Channel: Good, Operating Rating: 89.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: SA2100000000025, Location: SEC 30 T 2N R 5W B (Lat: 31.104389, Lng: -88.533758), Route carried "on" structure: County highway 256, Year Built: 1958, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 750 (year 2041), Design Load: H 15, Features Intersected: SANDY CREEK, Facility Carried by Structure: VERNAL RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.794, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 32.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.6 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 minimum criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $100,000, Total Project Cost: $350,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2100000000025, Location: SEC 30 T 2N R 5W B (Lat: 31.104389, Lng: -88.533758), Route carried "on" structure: County highway 256, Year Built: 1958, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 750 (year 2041), Design Load: H 15, Features Intersected: SANDY CREEK, Facility Carried by Structure: VERNAL RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.794, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 32.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.6 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 minimum criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $100,000, Total Project Cost: $350,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2100000000026, Location: SEC 2 T 2N R 6W (Lat: 31.161050, Lng: -88.559825), Route carried "on" structure: County highway 116, Year Built: 1976, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 1,000 (year 2041), Design Load: H 15, Features Intersected: BLAKELY CREEK, Facility Carried by Structure: OLD AVERA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Material/Design: Concrete, Design/Construction: Channel Beam, 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: 7.1m (23.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 36.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $125,000, Total Project Cost: $475,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA2100000000026, Location: SEC 2 T 2N R 6W (Lat: 31.161050, Lng: -88.559825), Route carried "on" structure: County highway 116, Year Built: 1976, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 500 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 1,000 (year 2041), Design Load: H 15, Features Intersected: BLAKELY CREEK, Facility Carried by Structure: OLD AVERA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Material/Design: Concrete, Design/Construction: Channel Beam, 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: 7.1m (23.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 36.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $125,000, Total Project Cost: $475,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA2100000000028, Location: SEC 11 T 2N R 6W B (Lat: 31.146672, Lng: -88.560694), Route carried "on" structure: County highway 80, Year Built: 1970, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 300 (year 2040), Design Load: HS 20, Features Intersected: MARTIN CREEK, Facility Carried by Structure: DEAN TURNER EXT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 47.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: SA2100000000028, Location: SEC 11 T 2N R 6W B (Lat: 31.146672, Lng: -88.560694), Route carried "on" structure: County highway 80, Year Built: 1970, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 200 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 300 (year 2040), Design Load: HS 20, Features Intersected: MARTIN CREEK, Facility Carried by Structure: DEAN TURNER EXT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 47.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: SA2100000000029, Location: SEC 11 T 2N R 6W B (Lat: 31.145792, Lng: -88.556772), Route carried "on" structure: County highway 81, Year Built: 1965, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 300 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 450 (year 2041), Design Load: H 15, Features Intersected: MARTIN CREEK, Facility Carried by Structure: JERNIGAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, 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: 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: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 43.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.20m (26.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $75,000, Total Project Cost: $300,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2100000000029, Location: SEC 11 T 2N R 6W B (Lat: 31.145792, Lng: -88.556772), Route carried "on" structure: County highway 81, Year Built: 1965, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 300 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 450 (year 2041), Design Load: H 15, Features Intersected: MARTIN CREEK, Facility Carried by Structure: JERNIGAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.482, 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: 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: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 43.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.20m (26.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $75,000, Total Project Cost: $300,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA210000000003, Location: SEC 23 T 2N R 6W B (Lat: 31.116422, Lng: -88.563283), Route carried "on" structure: County highway 81, Year Built: 1974, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 150 (year 2040), Design Load: HS 20, Features Intersected: ROADS CREEK, Facility Carried by Structure: JERNIGAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: October 2020
Structure Number: SA210000000003, Location: SEC 23 T 2N R 6W B (Lat: 31.116422, Lng: -88.563283), Route carried "on" structure: County highway 81, Year Built: 1974, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 150 (year 2040), Design Load: HS 20, Features Intersected: ROADS CREEK, Facility Carried by Structure: JERNIGAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: October 2020
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Structure Number: SA2100000000031, Location: SEC 27 T 2N R 6W B (Lat: 31.103053, Lng: -88.575708), Route carried "on" structure: County highway 81, Year Built: 1960, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 150 (year 2041), Design Load: H 15, Features Intersected: BRANCH OF JUNIPER BAY, Facility Carried by Structure: JERNIGAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.115, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 31.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.5 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: 10.0 - 19.9% below), Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $75,000, Total Project Cost: $300,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
Structure Number: SA2100000000031, Location: SEC 27 T 2N R 6W B (Lat: 31.103053, Lng: -88.575708), Route carried "on" structure: County highway 81, Year Built: 1960, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 150 (year 2041), Design Load: H 15, Features Intersected: BRANCH OF JUNIPER BAY, Facility Carried by Structure: JERNIGAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.115, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 31.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.5 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: 10.0 - 19.9% below), Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $75,000, Total Project Cost: $300,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels
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Structure Number: SA2100000000107, Location: SEC 22 T 3N R 6W B (Lat: 31.201103, Lng: -88.583267), Route carried "on" structure: County highway 11, Year Built: 2001, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 330 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 400 (year 2041), Design Load: HS 15, Features Intersected: FOURMILE CREEK, Facility Carried by Structure: OLD AVERA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.115, 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: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.4 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: 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, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $242,000, Roadway Improvement Cost: $125,000, Total Project Cost: $367,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels
Structure Number: SA2100000000107, Location: SEC 22 T 3N R 6W B (Lat: 31.201103, Lng: -88.583267), Route carried "on" structure: County highway 11, Year Built: 2001, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 330 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 400 (year 2041), Design Load: HS 15, Features Intersected: FOURMILE CREEK, Facility Carried by Structure: OLD AVERA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.115, 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: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.4 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: 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, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $242,000, Roadway Improvement Cost: $125,000, Total Project Cost: $367,000 ( Estimate for 2014), Deck Structure Type: Concrete Precast Panels
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Structure Number: SA2100000000113, Location: SEC 31 T 3N R 5W (Lat: 31.173358, Lng: -88.521950), Route carried "on" structure: County highway 57, Year Built: 1975, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,700 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 2,550 (year 2042), Design Load: HS 20+Mod, Features Intersected: MCLEOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.960, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 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: December 2021
Structure Number: SA2100000000113, Location: SEC 31 T 3N R 5W (Lat: 31.173358, Lng: -88.521950), Route carried "on" structure: County highway 57, Year Built: 1975, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,700 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 2,550 (year 2042), Design Load: HS 20+Mod, Features Intersected: MCLEOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.960, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 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: December 2021
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Structure Number: SA2100000000114, Location: SEC 30 T 3N R 5W (Lat: 31.195739, Lng: -88.517814), Route carried "on" structure: County highway 57, Year Built: 1975, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 1,700 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 2,550 (year 2042), Design Load: HS 20+Mod, Features Intersected: ELLEN CAL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.220, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 68.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.9 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: December 2021
Structure Number: SA2100000000114, Location: SEC 30 T 3N R 5W (Lat: 31.195739, Lng: -88.517814), Route carried "on" structure: County highway 57, Year Built: 1975, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 1,700 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 2,550 (year 2042), Design Load: HS 20+Mod, Features Intersected: ELLEN CAL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.220, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 68.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.9 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: December 2021
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Structure Number: 31000570210679A, Location: SR 57 OVER SR 63 (Lat: 31.127661, Lng: -88.511189), Route carried "under" structure: State highway 63, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 2,700 (year 2018), Truck Traffic: 8%, Features Intersected: SR 63, Facility Carried by Structure: SR 57
Minimum Vertical Clearance: 6.50m (21.33ft), Kilometerpoint: 41.930, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
Structure Number: 31000570210679A, Location: SR 57 OVER SR 63 (Lat: 31.127661, Lng: -88.511189), Route carried "under" structure: State highway 63, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 2,700 (year 2018), Truck Traffic: 8%, Features Intersected: SR 63, Facility Carried by Structure: SR 57
Minimum Vertical Clearance: 6.50m (21.33ft), Kilometerpoint: 41.930, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
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Structure Number: 31000570210679B, Location: SR 57 OVER SR 63 (Lat: 31.127561, Lng: -88.510931), Route carried "under" structure: State highway 63, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 8%, Features Intersected: SR 63, Facility Carried by Structure: SR 57
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 41.956, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)
Structure Number: 31000570210679B, Location: SR 57 OVER SR 63 (Lat: 31.127561, Lng: -88.510931), Route carried "under" structure: State highway 63, Year Built: 2011, Structure Length: 0. m, Average Daily Traffic: 1,700 (year 2018), Truck Traffic: 8%, Features Intersected: SR 63, Facility Carried by Structure: SR 57
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 41.956, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.1m (102.0ft)