Bridge Statistics for Clara, Mississippi (MS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 167ft / 50.8mTotal length
- $321,329,000Total costs
- 6,550Total average daily traffic
- 672Total average daily truck traffic
- 7,275Total future (year 2037) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Clara
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 61970-1979
- 31980-1989
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 16.7%Very good
- 41.7%Good
- 41.7%Satisfactory
- Bridge Condition - Superstructure
- 16.7%Very good
- 58.3%Good
- 25.0%Satisfactory
- Bridge Condition - Substructure
- 16.7%Very good
- 16.7%Good
- 33.3%Satisfactory
- 16.7%Fair
- 16.7%Poor
- Bridge Condition - Channel
- 30.8%Good
- 46.2%Satisfactory
- 23.1%Fair
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Structure Number: 31000630770998, Location: 8.5 MI S US 84 (Lat: 31.576244, Lng: -88.706564), Route carried "on" structure: State highway 63, Year Built: 2009, Status: Open, Structure Length: 7.36m (24.15ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,400 (year 2040), Design Load: HS 20, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.014, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31000630770998, Location: 8.5 MI S US 84 (Lat: 31.576244, Lng: -88.706564), Route carried "on" structure: State highway 63, Year Built: 2009, Status: Open, Structure Length: 7.36m (24.15ft), Average Daily Traffic: 1,400 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,400 (year 2040), Design Load: HS 20, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.014, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31000630771004, Location: 8.0 MI S US 84 (Lat: 31.580839, Lng: -88.698042), Route carried "on" structure: State highway 63, Year Built: 1956, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 3,700 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,700 (year 2040), Design Load: HS 15, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.978, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $146,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $320,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Cathodic Protection
Structure Number: 31000630771004, Location: 8.0 MI S US 84 (Lat: 31.580839, Lng: -88.698042), Route carried "on" structure: State highway 63, Year Built: 1956, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 3,700 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,700 (year 2040), Design Load: HS 15, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.978, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $146,000,000, Roadway Improvement Cost: $130,000,000, Total Project Cost: $320,000,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Cathodic Protection
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Structure Number: SA7700000000012, Location: SEC 5 T 6N R 7W B (Lat: 31.515389, Lng: -88.709194), Route carried "on" structure: County highway 120, Year Built: 1981, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 80 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 120 (year 2040), Design Load: HS 20, Features Intersected: BR OF MILL CREEK, Facility Carried by Structure: CLARA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.782, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: SA7700000000012, Location: SEC 5 T 6N R 7W B (Lat: 31.515389, Lng: -88.709194), Route carried "on" structure: County highway 120, Year Built: 1981, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 80 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 120 (year 2040), Design Load: HS 20, Features Intersected: BR OF MILL CREEK, Facility Carried by Structure: CLARA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.782, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: SA7700000000049, Location: SEC 5 T 7N R 7W (Lat: 31.596078, Lng: -88.716972), Route carried "on" structure: County highway 135, Year Built: 1972, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 30 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 45 (year 2041), Design Load: H 15, Features Intersected: BIG CREEK, Facility Carried by Structure: G N JONES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.632, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, 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: 4.9m (16.1ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.05m (13.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $10,000, Total Project Cost: $38,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA7700000000049, Location: SEC 5 T 7N R 7W (Lat: 31.596078, Lng: -88.716972), Route carried "on" structure: County highway 135, Year Built: 1972, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 30 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 45 (year 2041), Design Load: H 15, Features Intersected: BIG CREEK, Facility Carried by Structure: G N JONES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.632, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 7, 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: 4.9m (16.1ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.05m (13.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $10,000, Total Project Cost: $38,000 ( Estimate for 2016), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA7700000000051, Location: SEC 14 T 7N R 7W B (Lat: 31.566111, Lng: -88.667222), Route carried "on" structure: County highway 233, Year Built: 1982, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 270 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 405 (year 2037), Design Load: HS 15, Features Intersected: DRY CREEK, Facility Carried by Structure: CLARA-BUCATUNNA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.898, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, 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: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA7700000000051, Location: SEC 14 T 7N R 7W B (Lat: 31.566111, Lng: -88.667222), Route carried "on" structure: County highway 233, Year Built: 1982, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 270 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 405 (year 2037), Design Load: HS 15, Features Intersected: DRY CREEK, Facility Carried by Structure: CLARA-BUCATUNNA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.898, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, 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: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA7700000000052, Location: SEC 16 T 7N R 7W B (Lat: 31.579444, Lng: -88.698333), Route carried "on" structure: County highway 233, Year Built: 1971, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 320 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 480 (year 2040), Design Load: HS 20, Features Intersected: BIG CREEK, Facility Carried by Structure: CLARA-BUCATUNNA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.196, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA7700000000052, Location: SEC 16 T 7N R 7W B (Lat: 31.579444, Lng: -88.698333), Route carried "on" structure: County highway 233, Year Built: 1971, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 320 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 480 (year 2040), Design Load: HS 20, Features Intersected: BIG CREEK, Facility Carried by Structure: CLARA-BUCATUNNA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.196, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA7700000000053, Location: SEC 22 T 7N R 7W B (Lat: 31.550556, Lng: -88.683056), Route carried "on" structure: County highway 120, Year Built: 1975, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2040), Design Load: HS 15, Features Intersected: BIG CREEK, Facility Carried by Structure: CLARA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.793, 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: 6, 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: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA7700000000053, Location: SEC 22 T 7N R 7W B (Lat: 31.550556, Lng: -88.683056), Route carried "on" structure: County highway 120, Year Built: 1975, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2040), Design Load: HS 15, Features Intersected: BIG CREEK, Facility Carried by Structure: CLARA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.793, 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: 6, 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: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA7700000000054, Location: SEC 26 T 7N R 7W (Lat: 31.544444, Lng: -88.658056), Route carried "on" structure: County highway 99, Year Built: 2002, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 75 (year 2040), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: CEAMON PITTMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.896, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $17,000, Total Project Cost: $208,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA7700000000054, Location: SEC 26 T 7N R 7W (Lat: 31.544444, Lng: -88.658056), Route carried "on" structure: County highway 99, Year Built: 2002, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 75 (year 2040), Design Load: HS 20, Features Intersected: DRY CREEK, Facility Carried by Structure: CEAMON PITTMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.896, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $17,000, Total Project Cost: $208,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA7700000000055, Location: SEC 29 T 7N R 7W B (Lat: 31.547500, Lng: -88.711944), Route carried "on" structure: County highway 128, Year Built: 1981, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 80 (year 2020), Average Future Daily Traffic: 120 (year 2040), Design Load: H 15, Features Intersected: CRAWFORD CREEK, Facility Carried by Structure: HUDSON TOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, 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: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $48,000, Roadway Improvement Cost: $10,000, Total Project Cost: $64,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA7700000000055, Location: SEC 29 T 7N R 7W B (Lat: 31.547500, Lng: -88.711944), Route carried "on" structure: County highway 128, Year Built: 1981, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 80 (year 2020), Average Future Daily Traffic: 120 (year 2040), Design Load: H 15, Features Intersected: CRAWFORD CREEK, Facility Carried by Structure: HUDSON TOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, 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: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $48,000, Roadway Improvement Cost: $10,000, Total Project Cost: $64,000 ( Estimate for 2020), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA7700000000056, Location: SEC 33 T 7N R 7W B (Lat: 31.535617, Lng: -88.692694), Route carried "on" structure: County highway 120, Year Built: 1975, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 150 (year 2041), Design Load: H 15, Features Intersected: CRAWFORD CREEK, Facility Carried by Structure: CLARA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.724, 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: 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: Good, Operating Rating: 46.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $345,000, Roadway Improvement Cost: $105,000, Total Project Cost: $450,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA7700000000056, Location: SEC 33 T 7N R 7W B (Lat: 31.535617, Lng: -88.692694), Route carried "on" structure: County highway 120, Year Built: 1975, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 150 (year 2041), Design Load: H 15, Features Intersected: CRAWFORD CREEK, Facility Carried by Structure: CLARA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.724, 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: 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: Good, Operating Rating: 46.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $345,000, Roadway Improvement Cost: $105,000, Total Project Cost: $450,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA7700000000057, Location: SEC 33 T 7N R 7W B (Lat: 31.527383, Lng: -88.699142), Route carried "on" structure: County highway 120, Year Built: 1975, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2038), Design Load: H 15, Features Intersected: MILE CREEK, Facility Carried by Structure: CLARA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.012, 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: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 44.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $226,000, Roadway Improvement Cost: $23,000, Total Project Cost: $279,000 ( Estimate for 2019), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA7700000000057, Location: SEC 33 T 7N R 7W B (Lat: 31.527383, Lng: -88.699142), Route carried "on" structure: County highway 120, Year Built: 1975, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 150 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 225 (year 2038), Design Load: H 15, Features Intersected: MILE CREEK, Facility Carried by Structure: CLARA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.012, 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: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Fair, Operating Rating: 44.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $226,000, Roadway Improvement Cost: $23,000, Total Project Cost: $279,000 ( Estimate for 2019), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA7700000000087, Location: SEC 29 T 8N R 7W (Lat: 31.638111, Lng: -88.711267), Route carried "on" structure: County highway 137, Year Built: 1972, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 60 (year 2021), Average Future Daily Traffic: 90 (year 2041), Design Load: H 15, Features Intersected: MAYNOR CREEK, Facility Carried by Structure: LEE'S CHAPEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.988, 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 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: Poor, Channel: Fair, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $205,000, Roadway Improvement Cost: $85,000, Total Project Cost: $290,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA7700000000087, Location: SEC 29 T 8N R 7W (Lat: 31.638111, Lng: -88.711267), Route carried "on" structure: County highway 137, Year Built: 1972, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 60 (year 2021), Average Future Daily Traffic: 90 (year 2041), Design Load: H 15, Features Intersected: MAYNOR CREEK, Facility Carried by Structure: LEE'S CHAPEL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.988, 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 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: Poor, Channel: Fair, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $205,000, Roadway Improvement Cost: $85,000, Total Project Cost: $290,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: SA770000000A05, Location: SEC_9_T7N_R7W B (Lat: 31.585667, Lng: -88.695472), Route carried "on" structure: County highway 961, Year Built: 2015, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 160 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 240 (year 2038), Design Load: HL 93, Features Intersected: MAYNOR CREEK, Facility Carried by Structure: MAYNOR CREEK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), 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: Good, Operating Rating: 50.5 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: 38.9 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: 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: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: SA770000000A05, Location: SEC_9_T7N_R7W B (Lat: 31.585667, Lng: -88.695472), Route carried "on" structure: County highway 961, Year Built: 2015, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 160 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 240 (year 2038), Design Load: HL 93, Features Intersected: MAYNOR CREEK, Facility Carried by Structure: MAYNOR CREEK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.321, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), 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: Good, Operating Rating: 50.5 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: 38.9 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: 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: Febuary 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete