Bridge Statistics for Bolton, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 318ft / 97.2mTotal length
- $2,659,000Total costs
- 132,440Total average daily traffic
- 23,165Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Bolton
- No street view available for this location
- New bridges - historical statistics
- 51960-1969
- 111970-1979
- 31980-1989
- 11990-1999
- 22000-2009
- 32010-2019
- Bridge Condition - Deck
- 9.5%Very good
- 23.8%Good
- 23.8%Satisfactory
- 38.1%Fair
- 4.8%Poor
- Bridge Condition - Superstructure
- 33.3%Very good
- 28.6%Good
- 4.8%Satisfactory
- 28.6%Fair
- 4.8%Poor
- Bridge Condition - Substructure
- 23.8%Very good
- 19.0%Good
- 19.0%Satisfactory
- 9.5%Fair
- 14.3%Poor
- 4.8%Serious
- 9.5%Critical
- Bridge Condition - Channel
- 16.7%Very good
- 16.7%Good
- 38.9%Satisfactory
- 16.7%Fair
- 11.1%Poor
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Structure Number: 11000200250275B, Location: 7.2 MI E SR 22 (Lat: 32.361828, Lng: -90.474100), Route carried "on" structure: Interstate 20, Year Built: 1971, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 15,500 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 18,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: FLEETWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.954, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000200250275B, Location: 7.2 MI E SR 22 (Lat: 32.361828, Lng: -90.474100), Route carried "on" structure: Interstate 20, Year Built: 1971, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 15,500 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 18,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: FLEETWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.954, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000200250275C, Location: 7.2 MI E SR 22 (Lat: 32.361664, Lng: -90.474806), Route carried "on" structure: Interstate 20, Year Built: 2003, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 15,500 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 18,000 (year 2040), Design Load: HS 20, Features Intersected: FLEETWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.323, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 13 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: 24.4m (80.1ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000200250275C, Location: 7.2 MI E SR 22 (Lat: 32.361664, Lng: -90.474806), Route carried "on" structure: Interstate 20, Year Built: 2003, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 15,500 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 18,000 (year 2040), Design Load: HS 20, Features Intersected: FLEETWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.323, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 13 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: 24.4m (80.1ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000200250297A, Location: 9.3 MI E SR 22 (Lat: 32.358775, Lng: -90.437594), Route carried "on" structure: Interstate 20, Year Built: 1971, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 15,000 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 17,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: NORTHSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.501, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000200250297A, Location: 9.3 MI E SR 22 (Lat: 32.358775, Lng: -90.437594), Route carried "on" structure: Interstate 20, Year Built: 1971, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 15,000 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 17,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: NORTHSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.501, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11000200250297B, Location: 9.3 MI E SR 22 (Lat: 32.358586, Lng: -90.438428), Route carried "on" structure: Interstate 20, Year Built: 1971, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 15,000 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 17,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: NORTHSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.763, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11000200250297B, Location: 9.3 MI E SR 22 (Lat: 32.358586, Lng: -90.438428), Route carried "on" structure: Interstate 20, Year Built: 1971, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 15,000 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 17,500 (year 2040), Design Load: HS 20+Mod, Features Intersected: NORTHSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.763, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 2, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 41000200250282, Location: 7.8 MI E SR 22 (Lat: 32.360197, Lng: -90.463814), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: HS 20, Features Intersected: I 20, Facility Carried by Structure: BOLTON BROWNSVL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.289, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 85, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Inventory Rating: 60.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 41000200250282, Location: 7.8 MI E SR 22 (Lat: 32.360197, Lng: -90.463814), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 3,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: HS 20, Features Intersected: I 20, Facility Carried by Structure: BOLTON BROWNSVL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.289, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 85, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Inventory Rating: 60.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: SA2500000000291, Location: SEC 30 T 6N R 2W B (Lat: 32.334781, Lng: -90.448158), Route carried "on" structure: County highway 5084, Year Built: 1994, Status: Posted for load, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2041), Design Load: H 10, Features Intersected: BAKERS CR, Facility Carried by Structure: ST. THOMAS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 6.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 3.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $291,000, Roadway Improvement Cost: $29,000, Total Project Cost: $358,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA2500000000291, Location: SEC 30 T 6N R 2W B (Lat: 32.334781, Lng: -90.448158), Route carried "on" structure: County highway 5084, Year Built: 1994, Status: Posted for load, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2041), Design Load: H 10, Features Intersected: BAKERS CR, Facility Carried by Structure: ST. THOMAS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 6.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 3.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $291,000, Roadway Improvement Cost: $29,000, Total Project Cost: $358,000 ( Estimate for 2016), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA2500000000292, Location: SEC 30 T 6N R 2W B (Lat: 32.334861, Lng: -90.446000), Route carried "on" structure: County highway 5084, Year Built: 1982, Status: Closed, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 150 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2035), Design Load: H 15, Features Intersected: RELIEF FOR BAKERS CREEK, Facility Carried by Structure: ST. THOMAS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Critical, Channel: Satisfactory, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $25,000, Total Project Cost: $314,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2500000000292, Location: SEC 30 T 6N R 2W B (Lat: 32.334861, Lng: -90.446000), Route carried "on" structure: County highway 5084, Year Built: 1982, Status: Closed, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 150 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2035), Design Load: H 15, Features Intersected: RELIEF FOR BAKERS CREEK, Facility Carried by Structure: ST. THOMAS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.804, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Critical, Channel: Satisfactory, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2021, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $25,000, Total Project Cost: $314,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2500000000293, Location: SEC 30 T 6N R 2W B (Lat: 32.334389, Lng: -90.443694), Route carried "on" structure: County highway 5084, Year Built: 1982, Status: Posted for load, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 150 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2035), Design Load: H 15, Features Intersected: RELIEF FOR BAKERS CREEK, Facility Carried by Structure: ST THOMAS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.3m (17.4ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 30.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $25,000, Total Project Cost: $314,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2500000000293, Location: SEC 30 T 6N R 2W B (Lat: 32.334389, Lng: -90.443694), Route carried "on" structure: County highway 5084, Year Built: 1982, Status: Posted for load, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 150 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2035), Design Load: H 15, Features Intersected: RELIEF FOR BAKERS CREEK, Facility Carried by Structure: ST THOMAS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.3m (17.4ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 30.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 12 months, Inspection Date: January 2022, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $25,000, Total Project Cost: $314,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2500000000294, Location: SEC 31 T 6N R 2W (Lat: 32.320389, Lng: -90.440694), Route carried "on" structure: County highway 5191, Year Built: 2007, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2038), Design Load: HS 20, Features Intersected: SNAKE CREEK, Facility Carried by Structure: SAM HERRIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.310, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2500000000294, Location: SEC 31 T 6N R 2W (Lat: 32.320389, Lng: -90.440694), Route carried "on" structure: County highway 5191, Year Built: 2007, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 300 (year 2038), Design Load: HS 20, Features Intersected: SNAKE CREEK, Facility Carried by Structure: SAM HERRIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.310, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2500000000296, Location: SEC 1 T 6N R 3W B (Lat: 32.398278, Lng: -90.454111), Route carried "on" structure: County highway 409, Year Built: 1970, Year Reconstructed: 2019, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 500 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 750 (year 2038), Design Load: H 15, Features Intersected: BCH OF FLEETWOOD CREEK, Facility Carried by Structure: BOL BRO'VILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 57.8 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.99m (9.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $178,000, Roadway Improvement Cost: $20,000, Total Project Cost: $222,000 ( Estimate for 2019), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2500000000296, Location: SEC 1 T 6N R 3W B (Lat: 32.398278, Lng: -90.454111), Route carried "on" structure: County highway 409, Year Built: 1970, Year Reconstructed: 2019, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 500 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 750 (year 2038), Design Load: H 15, Features Intersected: BCH OF FLEETWOOD CREEK, Facility Carried by Structure: BOL BRO'VILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 57.8 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.99m (9.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $178,000, Roadway Improvement Cost: $20,000, Total Project Cost: $222,000 ( Estimate for 2019), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2500000000298, Location: SEC 12 T 6N R 3W B (Lat: 32.380944, Lng: -90.458833), Route carried "on" structure: County highway 409, Year Built: 1969, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 490 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 735 (year 2035), Design Load: H 15, Features Intersected: BCH OF FLEETWOOD CREEK, Facility Carried by Structure: BOL BR'SVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.574, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Serious, Channel: Fair, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $142,000, Roadway Improvement Cost: $15,000, Total Project Cost: $175,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA2500000000298, Location: SEC 12 T 6N R 3W B (Lat: 32.380944, Lng: -90.458833), Route carried "on" structure: County highway 409, Year Built: 1969, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 490 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 735 (year 2035), Design Load: H 15, Features Intersected: BCH OF FLEETWOOD CREEK, Facility Carried by Structure: BOL BR'SVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.574, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Serious, Channel: Fair, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $142,000, Roadway Improvement Cost: $15,000, Total Project Cost: $175,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA2500000000299, Location: SEC 13 T 6N R 3W B (Lat: 32.364500, Lng: -90.464972), Route carried "on" structure: County highway 409, Year Built: 1968, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 650 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 975 (year 2040), Design Load: HS 20, Features Intersected: FLEETWOOD CREEK, Facility Carried by Structure: BOLTON B'VILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2500000000299, Location: SEC 13 T 6N R 3W B (Lat: 32.364500, Lng: -90.464972), Route carried "on" structure: County highway 409, Year Built: 1968, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 650 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 975 (year 2040), Design Load: HS 20, Features Intersected: FLEETWOOD CREEK, Facility Carried by Structure: BOLTON B'VILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2500000000301, Location: SEC 15 T 6N R 3W (Lat: 32.367583, Lng: -90.494361), Route carried "on" structure: County highway 5027, Year Built: 1976, Status: Closed, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 260 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 390 (year 2040), Design Load: H 15, Features Intersected: BCH OF BAKERS CREEK, Facility Carried by Structure: CAROL JOHNS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Critical, Channel: Poor, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $142,000, Roadway Improvement Cost: $15,000, Total Project Cost: $175,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA2500000000301, Location: SEC 15 T 6N R 3W (Lat: 32.367583, Lng: -90.494361), Route carried "on" structure: County highway 5027, Year Built: 1976, Status: Closed, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 260 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 390 (year 2040), Design Load: H 15, Features Intersected: BCH OF BAKERS CREEK, Facility Carried by Structure: CAROL JOHNS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Critical, Channel: Poor, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $142,000, Roadway Improvement Cost: $15,000, Total Project Cost: $175,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA2500000000302, Location: SEC 21 T 6N R 3W (Lat: 32.351056, Lng: -90.519222), Route carried "on" structure: County highway 5052, Year Built: 1969, Status: Posted for load, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 120 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 180 (year 2040), Design Load: HS 15, Features Intersected: BAKERS CREEK, Facility Carried by Structure: SOUTH FARR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 14.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2500000000302, Location: SEC 21 T 6N R 3W (Lat: 32.351056, Lng: -90.519222), Route carried "on" structure: County highway 5052, Year Built: 1969, Status: Posted for load, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 120 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 180 (year 2040), Design Load: HS 15, Features Intersected: BAKERS CREEK, Facility Carried by Structure: SOUTH FARR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 14.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2500000000303, Location: SEC 22 T 6N R 3W B (Lat: 32.342722, Lng: -90.497250), Route carried "on" structure: County highway 5091, Year Built: 1966, Status: Posted for load, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 180 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 270 (year 2035), Design Load: H 15, Features Intersected: BCH OF BAKERS CREEK, Facility Carried by Structure: CHAMPION HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.081, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 17.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $222,000, Roadway Improvement Cost: $25,000, Total Project Cost: $276,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2500000000303, Location: SEC 22 T 6N R 3W B (Lat: 32.342722, Lng: -90.497250), Route carried "on" structure: County highway 5091, Year Built: 1966, Status: Posted for load, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 180 (year 2015), Truck Traffic: 8%, Average Future Daily Traffic: 270 (year 2035), Design Load: H 15, Features Intersected: BCH OF BAKERS CREEK, Facility Carried by Structure: CHAMPION HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.081, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 17.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 7.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $222,000, Roadway Improvement Cost: $25,000, Total Project Cost: $276,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2500000000305, Location: SEC 24 T 6N R 3W B (Lat: 32.343222, Lng: -90.458833), Route carried "on" structure: City street 4102, Year Built: 1964, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 1,600 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: H 15, Features Intersected: BAKERS CREEK, Facility Carried by Structure: RAYMOND BOLTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.690, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $437,000, Roadway Improvement Cost: $44,000, Total Project Cost: $539,000 ( Estimate for 2019), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA2500000000305, Location: SEC 24 T 6N R 3W B (Lat: 32.343222, Lng: -90.458833), Route carried "on" structure: City street 4102, Year Built: 1964, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 1,600 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: H 15, Features Intersected: BAKERS CREEK, Facility Carried by Structure: RAYMOND BOLTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.690, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $437,000, Roadway Improvement Cost: $44,000, Total Project Cost: $539,000 ( Estimate for 2019), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA2500000000306, Location: SEC 24 T 6N R 3W B (Lat: 32.345472, Lng: -90.464167), Route carried "on" structure: County highway 5091, Year Built: 1976, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 750 (year 2040), Design Load: HS 15, Features Intersected: BAKERS CREEK, Facility Carried by Structure: CHAMPION HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.138, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.7 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, 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA2500000000306, Location: SEC 24 T 6N R 3W B (Lat: 32.345472, Lng: -90.464167), Route carried "on" structure: County highway 5091, Year Built: 1976, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 750 (year 2040), Design Load: HS 15, Features Intersected: BAKERS CREEK, Facility Carried by Structure: CHAMPION HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.138, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.7 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, 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: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA2500000000359, Location: SEC 35 T 7N R 3W (Lat: 32.407361, Lng: -90.484528), Route carried "on" structure: County highway 5028, Year Built: 1982, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 240 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 360 (year 2038), Design Load: H 15, Features Intersected: POTER CREEK, Facility Carried by Structure: WILLIAM LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 33.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $74,000, Roadway Improvement Cost: $26,000, Total Project Cost: $111,000 ( Estimate for 2019), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: SA2500000000359, Location: SEC 35 T 7N R 3W (Lat: 32.407361, Lng: -90.484528), Route carried "on" structure: County highway 5028, Year Built: 1982, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 240 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 360 (year 2038), Design Load: H 15, Features Intersected: POTER CREEK, Facility Carried by Structure: WILLIAM LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 33.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $74,000, Roadway Improvement Cost: $26,000, Total Project Cost: $111,000 ( Estimate for 2019), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: SA250000000A297, Location: SEC 12 T 6N R 3W B (Lat: 32.372639, Lng: -90.465389), Route carried "on" structure: County highway 409, Year Built: 2019, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 490 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 735 (year 2040), Design Load: H 15, Features Intersected: BCH OF FLEETWOOD CREEK, Facility Carried by Structure: BOL BRSVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present 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), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA250000000A297, Location: SEC 12 T 6N R 3W B (Lat: 32.372639, Lng: -90.465389), Route carried "on" structure: County highway 409, Year Built: 2019, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 490 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 735 (year 2040), Design Load: H 15, Features Intersected: BCH OF FLEETWOOD CREEK, Facility Carried by Structure: BOL BRSVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present 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), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA250000000A3, Location: SEC 15 T 6N R 3W (Lat: 32.369167, Lng: -90.501000), Route carried "on" structure: County highway 270, Year Built: 2016, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 260 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 390 (year 2040), Design Load: HL 93, Features Intersected: BCH OF BAKERS CREEK, Facility Carried by Structure: CAROL JOHNS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $142,000, Roadway Improvement Cost: $15,000, Total Project Cost: $175,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA250000000A3, Location: SEC 15 T 6N R 3W (Lat: 32.369167, Lng: -90.501000), Route carried "on" structure: County highway 270, Year Built: 2016, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 260 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 390 (year 2040), Design Load: HL 93, Features Intersected: BCH OF BAKERS CREEK, Facility Carried by Structure: CAROL JOHNS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.643, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.1m (23.3ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $142,000, Roadway Improvement Cost: $15,000, Total Project Cost: $175,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA250000000A304, Location: SEC 23 T 6N R 3W B (Lat: 32.344156, Lng: -90.468614), Route carried "on" structure: County highway 5091, Year Built: 2017, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 500 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 750 (year 2038), Design Load: HL 93, Features Intersected: RELIEF BAKERS CR, Facility Carried by Structure: CHAMPION HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA250000000A304, Location: SEC 23 T 6N R 3W B (Lat: 32.344156, Lng: -90.468614), Route carried "on" structure: County highway 5091, Year Built: 2017, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 500 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 750 (year 2038), Design Load: HL 93, Features Intersected: RELIEF BAKERS CR, Facility Carried by Structure: CHAMPION HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: 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: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 41000200250251, Location: 4.7 MI E SR 22 (Lat: 32.361939, Lng: -90.519053), Route carried "under" structure: Interstate 20, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 15,500 (year 2017), Truck Traffic: 8%, Features Intersected: I 20, Facility Carried by Structure: FARR ROAD
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 2.947, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: 41000200250251, Location: 4.7 MI E SR 22 (Lat: 32.361939, Lng: -90.519053), Route carried "under" structure: Interstate 20, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 15,500 (year 2017), Truck Traffic: 8%, Features Intersected: I 20, Facility Carried by Structure: FARR ROAD
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 2.947, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.0m (82.0ft)
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Structure Number: 41000200250251, Location: 4.7 MI E SR 22 (Lat: 32.361939, Lng: -90.519053), Route carried "under" structure: Interstate 20, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 15,500 (year 2017), Truck Traffic: 8%, Features Intersected: I 20, Facility Carried by Structure: FARR ROAD
Minimum Vertical Clearance: 4.89m (16.04ft), Kilometerpoint: 2.947, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.0m (82.0ft)
Structure Number: 41000200250251, Location: 4.7 MI E SR 22 (Lat: 32.361939, Lng: -90.519053), Route carried "under" structure: Interstate 20, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 15,500 (year 2017), Truck Traffic: 8%, Features Intersected: I 20, Facility Carried by Structure: FARR ROAD
Minimum Vertical Clearance: 4.89m (16.04ft), Kilometerpoint: 2.947, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 25.0m (82.0ft)
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Structure Number: 41000200250282, Location: 7.8 MI E SR 22 (Lat: 32.360700, Lng: -90.463900), Route carried "under" structure: Interstate 20, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 15,500 (year 2017), Truck Traffic: 8%, Features Intersected: I 20, Facility Carried by Structure: BOLTON BROWNSVL RD
Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 26.985, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 41000200250282, Location: 7.8 MI E SR 22 (Lat: 32.360700, Lng: -90.463900), Route carried "under" structure: Interstate 20, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 15,500 (year 2017), Truck Traffic: 8%, Features Intersected: I 20, Facility Carried by Structure: BOLTON BROWNSVL RD
Minimum Vertical Clearance: 5.07m (16.63ft), Kilometerpoint: 26.985, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 24.4m (80.1ft)
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Structure Number: 41000200250282, Location: 7.8 MI E SR 22 (Lat: 32.360461, Lng: -90.463861), Route carried "under" structure: Interstate 20, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 15,500 (year 2017), Truck Traffic: 8%, Features Intersected: I 20, Facility Carried by Structure: BOLTON BROWNSVL RD
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 16.362, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 41000200250282, Location: 7.8 MI E SR 22 (Lat: 32.360461, Lng: -90.463861), Route carried "under" structure: Interstate 20, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 15,500 (year 2017), Truck Traffic: 8%, Features Intersected: I 20, Facility Carried by Structure: BOLTON BROWNSVL RD
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 16.362, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 24.4m (80.1ft)