Bridge Statistics for Cuba, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 568ft / 173mTotal length
- $51,857,000Total costs
- 102,104Total average daily traffic
- 40,813Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Cuba
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 51950-1959
- 21960-1969
- 101970-1979
- 52010-2019
- Bridge Condition - Deck
- 11.1%Very good
- 55.6%Good
- 16.7%Satisfactory
- 16.7%Fair
- Bridge Condition - Superstructure
- 27.8%Very good
- 33.3%Good
- 22.2%Satisfactory
- 16.7%Fair
- Bridge Condition - Substructure
- 11.1%Very good
- 72.2%Good
- 5.6%Satisfactory
- 5.6%Fair
- 5.6%Critical
- Bridge Condition - Channel
- 6.7%Very good
- 33.3%Good
- 53.3%Satisfactory
- 6.7%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 2844, Location: 3.3 MI NO ST CLAIR CO LN (Lat: 33.939444, Lng: -86.393611), Route carried "on" structure: US 231, Year Built: 1945, Status: Posted for load, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 4,970 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 6,460 (year 2041), Features Intersected: BRANCH
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 400.508, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 28.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $450,000, Roadway Improvement Cost: $45,000, Total Project Cost: $495,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2844, Location: 3.3 MI NO ST CLAIR CO LN (Lat: 33.939444, Lng: -86.393611), Route carried "on" structure: US 231, Year Built: 1945, Status: Posted for load, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 4,970 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 6,460 (year 2041), Features Intersected: BRANCH
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 400.508, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 28.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $450,000, Roadway Improvement Cost: $45,000, Total Project Cost: $495,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4023, Location: 1.0 MI S US HWY 80 (Lat: 32.419731, Lng: -88.368933), Route carried "on" structure: County highway 1009, Year Built: 1951, Status: Posted for load, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 298 (year 2014), Truck Traffic: 4%, Average Future Daily Traffic: 443 (year 2034), Design Load: H 15, Features Intersected: CO RT 1009 ALAMUCHEE CR, Facility Carried by Structure: ROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 11.86m (38.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $2,033,000, Roadway Improvement Cost: $203,000, Total Project Cost: $2,236,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4023, Location: 1.0 MI S US HWY 80 (Lat: 32.419731, Lng: -88.368933), Route carried "on" structure: County highway 1009, Year Built: 1951, Status: Posted for load, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 298 (year 2014), Truck Traffic: 4%, Average Future Daily Traffic: 443 (year 2034), Design Load: H 15, Features Intersected: CO RT 1009 ALAMUCHEE CR, Facility Carried by Structure: ROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 11.86m (38.91ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $2,033,000, Roadway Improvement Cost: $203,000, Total Project Cost: $2,236,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4024, Location: 0.7 MI S US HWY 80 (Lat: 32.422742, Lng: -88.372058), Route carried "on" structure: County highway 1009, Year Built: 1951, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 1,024 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,522 (year 2038), Design Load: H 15, Features Intersected: CO RT 1009 STREAM, Facility Carried by Structure: ROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 6.52m (21.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,118,000, Roadway Improvement Cost: $112,000, Total Project Cost: $1,230,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4024, Location: 0.7 MI S US HWY 80 (Lat: 32.422742, Lng: -88.372058), Route carried "on" structure: County highway 1009, Year Built: 1951, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 1,024 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,522 (year 2038), Design Load: H 15, Features Intersected: CO RT 1009 STREAM, Facility Carried by Structure: ROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 6.52m (21.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,118,000, Roadway Improvement Cost: $112,000, Total Project Cost: $1,230,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 515, Location: 0.2 MI NE MISS LINE (Lat: 32.381667, Lng: -88.408333), Route carried "on" structure: County highway 1008, Year Built: 1955, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 297 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 442 (year 2038), Design Load: H 15, Features Intersected: CO RT 1008 CREEK, Facility Carried by Structure: ROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 48.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.24m (7.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $465,000, Roadway Improvement Cost: $47,000, Total Project Cost: $512,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 515, Location: 0.2 MI NE MISS LINE (Lat: 32.381667, Lng: -88.408333), Route carried "on" structure: County highway 1008, Year Built: 1955, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 297 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 442 (year 2038), Design Load: H 15, Features Intersected: CO RT 1008 CREEK, Facility Carried by Structure: ROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 48.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.24m (7.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $465,000, Roadway Improvement Cost: $47,000, Total Project Cost: $512,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6323, Location: 2.3 MI NW US HWY 11 (Lat: 32.470939, Lng: -88.379958), Route carried "on" structure: County highway 1056, Year Built: 1958, Status: Open, Structure Length: 13.47m (44.19ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 350 (year 2039), Design Load: H 15, Features Intersected: CO RT 1056 TOOMSUBACREEK, Facility Carried by Structure: ROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 14.28m (46.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,448,000, Roadway Improvement Cost: $245,000, Total Project Cost: $2,693,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6323, Location: 2.3 MI NW US HWY 11 (Lat: 32.470939, Lng: -88.379958), Route carried "on" structure: County highway 1056, Year Built: 1958, Status: Open, Structure Length: 13.47m (44.19ft), Average Daily Traffic: 250 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 350 (year 2039), Design Load: H 15, Features Intersected: CO RT 1056 TOOMSUBACREEK, Facility Carried by Structure: ROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 14.28m (46.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,448,000, Roadway Improvement Cost: $245,000, Total Project Cost: $2,693,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7438, Location: 2.6 MI E MISS LINE (Lat: 32.495000, Lng: -88.400000), Route carried "on" structure: County highway 1061, Year Built: 1961, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 450 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 625 (year 2039), Design Load: H 15, Features Intersected: CO RT 1061 SWEETWATER CR, Facility Carried by Structure: ROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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 minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $246,000, Roadway Improvement Cost: $25,000, Total Project Cost: $271,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7438, Location: 2.6 MI E MISS LINE (Lat: 32.495000, Lng: -88.400000), Route carried "on" structure: County highway 1061, Year Built: 1961, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 450 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 625 (year 2039), Design Load: H 15, Features Intersected: CO RT 1061 SWEETWATER CR, Facility Carried by Structure: ROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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 minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $246,000, Roadway Improvement Cost: $25,000, Total Project Cost: $271,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10545, Location: 2.0 MI W OF CUBA (Lat: 32.453636, Lng: -88.392411), Route carried "on" structure: State highway 8, Year Built: 1971, Status: Open, Structure Length: 12.04m (39.50ft), Average Daily Traffic: 1,670 (year 2013), Truck Traffic: 38%, Average Future Daily Traffic: 2,183 (year 2033), Design Load: HS 20, Features Intersected: I 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.89m (42.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $3,536,000, Roadway Improvement Cost: $354,000, Total Project Cost: $3,890,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10545, Location: 2.0 MI W OF CUBA (Lat: 32.453636, Lng: -88.392411), Route carried "on" structure: State highway 8, Year Built: 1971, Status: Open, Structure Length: 12.04m (39.50ft), Average Daily Traffic: 1,670 (year 2013), Truck Traffic: 38%, Average Future Daily Traffic: 2,183 (year 2033), Design Load: HS 20, Features Intersected: I 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.89m (42.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $3,536,000, Roadway Improvement Cost: $354,000, Total Project Cost: $3,890,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10546, Location: 2.0 MI W. OF CUBA (Lat: 32.453567, Lng: -88.392700), Route carried "on" structure: State highway 8, Year Built: 1971, Status: Open, Structure Length: 12.04m (39.50ft), Average Daily Traffic: 1,670 (year 2013), Truck Traffic: 38%, Average Future Daily Traffic: 2,183 (year 2033), Design Load: HS 20, Features Intersected: I 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.89m (42.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $3,801,000, Roadway Improvement Cost: $380,000, Total Project Cost: $4,181,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10546, Location: 2.0 MI W. OF CUBA (Lat: 32.453567, Lng: -88.392700), Route carried "on" structure: State highway 8, Year Built: 1971, Status: Open, Structure Length: 12.04m (39.50ft), Average Daily Traffic: 1,670 (year 2013), Truck Traffic: 38%, Average Future Daily Traffic: 2,183 (year 2033), Design Load: HS 20, Features Intersected: I 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.89m (42.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $3,801,000, Roadway Improvement Cost: $380,000, Total Project Cost: $4,181,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11096, Location: 2.3 MI. N. OF MISS.ST.LN. (Lat: 32.466067, Lng: -88.371853), Route carried "on" structure: County highway 27, Year Built: 1974, Status: Open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 100 (year 2000), Average Future Daily Traffic: 150 (year 2028), Design Load: HS 20, Features Intersected: I-59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.63m (34.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,114,000, Roadway Improvement Cost: $211,000, Total Project Cost: $2,325,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11096, Location: 2.3 MI. N. OF MISS.ST.LN. (Lat: 32.466067, Lng: -88.371853), Route carried "on" structure: County highway 27, Year Built: 1974, Status: Open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 100 (year 2000), Average Future Daily Traffic: 150 (year 2028), Design Load: HS 20, Features Intersected: I-59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.63m (34.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,114,000, Roadway Improvement Cost: $211,000, Total Project Cost: $2,325,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11097, Location: 3.6 MI. N.OF MISS. ST.LN. (Lat: 32.479786, Lng: -88.355311), Route carried "on" structure: Interstate 59, Year Built: 1974, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 9,020 (year 2013), Truck Traffic: 44%, Average Future Daily Traffic: 10,370 (year 2033), Design Load: HS 20, Features Intersected: TOOMSUBA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.839, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.3 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, Length Of Structure Improvement: 9.06m (29.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,484,000, Roadway Improvement Cost: $248,000, Total Project Cost: $2,732,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11097, Location: 3.6 MI. N.OF MISS. ST.LN. (Lat: 32.479786, Lng: -88.355311), Route carried "on" structure: Interstate 59, Year Built: 1974, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 9,020 (year 2013), Truck Traffic: 44%, Average Future Daily Traffic: 10,370 (year 2033), Design Load: HS 20, Features Intersected: TOOMSUBA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.839, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.3 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, Length Of Structure Improvement: 9.06m (29.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,484,000, Roadway Improvement Cost: $248,000, Total Project Cost: $2,732,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11098, Location: 3.6 MI. N.OF MISS. ST.LN. (Lat: 32.479622, Lng: -88.355061), Route carried "on" structure: Interstate 59, Year Built: 1974, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 18,188 (year 2020), Truck Traffic: 44%, Average Future Daily Traffic: 29,803 (year 2040), Design Load: HS 20, Features Intersected: TOOMSUBA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.839, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.3 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, Length Of Structure Improvement: 9.06m (29.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,484,000, Roadway Improvement Cost: $248,000, Total Project Cost: $2,732,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11098, Location: 3.6 MI. N.OF MISS. ST.LN. (Lat: 32.479622, Lng: -88.355061), Route carried "on" structure: Interstate 59, Year Built: 1974, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 18,188 (year 2020), Truck Traffic: 44%, Average Future Daily Traffic: 29,803 (year 2040), Design Load: HS 20, Features Intersected: TOOMSUBA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.839, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.3 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, Length Of Structure Improvement: 9.06m (29.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,484,000, Roadway Improvement Cost: $248,000, Total Project Cost: $2,732,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11099, Location: 3.9MI. N. OF MISS.ST. LN. (Lat: 32.482411, Lng: -88.352167), Route carried "on" structure: Interstate 59, Year Built: 1974, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 9,020 (year 2013), Truck Traffic: 44%, Average Future Daily Traffic: 10,370 (year 2039), Design Load: HS 20, Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.247, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.27m (40.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $3,367,000, Roadway Improvement Cost: $337,000, Total Project Cost: $3,704,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11099, Location: 3.9MI. N. OF MISS.ST. LN. (Lat: 32.482411, Lng: -88.352167), Route carried "on" structure: Interstate 59, Year Built: 1974, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 9,020 (year 2013), Truck Traffic: 44%, Average Future Daily Traffic: 10,370 (year 2039), Design Load: HS 20, Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.247, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.27m (40.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $3,367,000, Roadway Improvement Cost: $337,000, Total Project Cost: $3,704,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 111, Location: 3.9 MI.N.OF MISS.ST. LN. (Lat: 32.482206, Lng: -88.351869), Route carried "on" structure: Interstate 59, Year Built: 1974, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 9,020 (year 2013), Truck Traffic: 44%, Average Future Daily Traffic: 10,370 (year 2039), Design Load: HS 20, Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.247, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.27m (40.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $3,367,000, Roadway Improvement Cost: $337,000, Total Project Cost: $3,704,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 111, Location: 3.9 MI.N.OF MISS.ST. LN. (Lat: 32.482206, Lng: -88.351869), Route carried "on" structure: Interstate 59, Year Built: 1974, Status: Open, Structure Length: 11.40m (37.40ft), Average Daily Traffic: 9,020 (year 2013), Truck Traffic: 44%, Average Future Daily Traffic: 10,370 (year 2039), Design Load: HS 20, Features Intersected: RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.247, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.27m (40.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $3,367,000, Roadway Improvement Cost: $337,000, Total Project Cost: $3,704,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14084, Location: 0.3 MI N CO RT 1056 (Lat: 32.474264, Lng: -88.378919), Route carried "on" structure: County highway 1059, Year Built: 1950, Year Reconstructed: 1987, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 33 (year 2020), Average Future Daily Traffic: 49 (year 2038), Features Intersected: CO RT 1059 STREAM, Facility Carried by Structure: ROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, 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: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $15,000, Total Project Cost: $167,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Other
Structure Number: 14084, Location: 0.3 MI N CO RT 1056 (Lat: 32.474264, Lng: -88.378919), Route carried "on" structure: County highway 1059, Year Built: 1950, Year Reconstructed: 1987, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 33 (year 2020), Average Future Daily Traffic: 49 (year 2038), Features Intersected: CO RT 1059 STREAM, Facility Carried by Structure: ROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, 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: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $152,000, Roadway Improvement Cost: $15,000, Total Project Cost: $167,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Other
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Structure Number: 16703, Location: 0.6MI E CO RD 10 (Lat: 32.428700, Lng: -88.370000), Route carried "on" structure: City street , Year Built: 1961, Status: Closed, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 50 (year 1996), Average Future Daily Traffic: 70 (year 2035), Design Load: H 15, Features Intersected: PRETTY BRANCH, Facility Carried by Structure: PRETTY BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Critical, Channel: Fair, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.69m (8.83ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: April 2015, Other Special Inspection Date: October 2015, Bridge Improvement Cost: $461,000, Roadway Improvement Cost: $46,000, Total Project Cost: $507,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 16703, Location: 0.6MI E CO RD 10 (Lat: 32.428700, Lng: -88.370000), Route carried "on" structure: City street , Year Built: 1961, Status: Closed, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 50 (year 1996), Average Future Daily Traffic: 70 (year 2035), Design Load: H 15, Features Intersected: PRETTY BRANCH, Facility Carried by Structure: PRETTY BRANCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Critical, Channel: Fair, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.69m (8.83ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: April 2015, Other Special Inspection Date: October 2015, Bridge Improvement Cost: $461,000, Roadway Improvement Cost: $46,000, Total Project Cost: $507,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 19762, Location: 1.5 MI E OF AL 11 (Lat: 32.440894, Lng: -88.351533), Route carried "on" structure: US 8, Year Built: 2012, Status: Open, Structure Length: 10.33m (33.89ft), Average Daily Traffic: 1,475 (year 2013), Truck Traffic: 35%, Average Future Daily Traffic: 1,928 (year 2033), Design Load: HS 20, Features Intersected: NORFOLK & SO RR Active
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.101, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.5m (159.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 11.25m (36.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,240,000, Roadway Improvement Cost: $324,000, Total Project Cost: $3,564,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19762, Location: 1.5 MI E OF AL 11 (Lat: 32.440894, Lng: -88.351533), Route carried "on" structure: US 8, Year Built: 2012, Status: Open, Structure Length: 10.33m (33.89ft), Average Daily Traffic: 1,475 (year 2013), Truck Traffic: 35%, Average Future Daily Traffic: 1,928 (year 2033), Design Load: HS 20, Features Intersected: NORFOLK & SO RR Active
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.101, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.5m (159.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 11.25m (36.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,240,000, Roadway Improvement Cost: $324,000, Total Project Cost: $3,564,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19763, Location: 0.7 MI E JCT. U.S 11 (Lat: 32.440894, Lng: -88.351533), Route carried "on" structure: US 8, Year Built: 2013, Status: Open, Structure Length: 10.30m (33.79ft), Average Daily Traffic: 1,475 (year 2013), Truck Traffic: 35%, Average Future Daily Traffic: 1,928 (year 2033), Design Load: HS 20, Features Intersected: NORFOLK & SO RR Active
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.101, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 15 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: 48.4m (158.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 11.22m (36.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,230,000, Roadway Improvement Cost: $323,000, Total Project Cost: $3,553,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19763, Location: 0.7 MI E JCT. U.S 11 (Lat: 32.440894, Lng: -88.351533), Route carried "on" structure: US 8, Year Built: 2013, Status: Open, Structure Length: 10.30m (33.79ft), Average Daily Traffic: 1,475 (year 2013), Truck Traffic: 35%, Average Future Daily Traffic: 1,928 (year 2033), Design Load: HS 20, Features Intersected: NORFOLK & SO RR Active
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.101, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 15 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: 48.4m (158.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 11.22m (36.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $3,230,000, Roadway Improvement Cost: $323,000, Total Project Cost: $3,553,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19764, Location: 1.5 MI E JCT US11 (Lat: 32.439072, Lng: -88.338592), Route carried "on" structure: US 8, Year Built: 2012, Status: Open, Structure Length: 17.82m (58.46ft), Average Daily Traffic: 1,475 (year 2013), Truck Traffic: 35%, Average Future Daily Traffic: 1,928 (year 2033), Design Load: HS 20, Features Intersected: ALAMUCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.348, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 18.51m (60.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $5,330,000, Roadway Improvement Cost: $533,000, Total Project Cost: $5,863,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19764, Location: 1.5 MI E JCT US11 (Lat: 32.439072, Lng: -88.338592), Route carried "on" structure: US 8, Year Built: 2012, Status: Open, Structure Length: 17.82m (58.46ft), Average Daily Traffic: 1,475 (year 2013), Truck Traffic: 35%, Average Future Daily Traffic: 1,928 (year 2033), Design Load: HS 20, Features Intersected: ALAMUCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.348, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 18.51m (60.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $5,330,000, Roadway Improvement Cost: $533,000, Total Project Cost: $5,863,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19765, Location: 1.5 MI E JCT U.S 11 (Lat: 32.439072, Lng: -88.338592), Route carried "on" structure: US 8, Year Built: 2013, Status: Open, Structure Length: 17.51m (57.45ft), Average Daily Traffic: 1,475 (year 2013), Truck Traffic: 35%, Average Future Daily Traffic: 1,928 (year 2033), Design Load: HS 20, Features Intersected: ALAMUCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.348, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 82.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 18.21m (59.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $5,244,000, Roadway Improvement Cost: $524,000, Total Project Cost: $5,768,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19765, Location: 1.5 MI E JCT U.S 11 (Lat: 32.439072, Lng: -88.338592), Route carried "on" structure: US 8, Year Built: 2013, Status: Open, Structure Length: 17.51m (57.45ft), Average Daily Traffic: 1,475 (year 2013), Truck Traffic: 35%, Average Future Daily Traffic: 1,928 (year 2033), Design Load: HS 20, Features Intersected: ALAMUCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.348, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 4, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 82.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 18.21m (59.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $5,244,000, Roadway Improvement Cost: $524,000, Total Project Cost: $5,768,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21167, Location: 0.9 mi SE US Hwy 11 (Lat: 32.451008, Lng: -88.332758), Route carried "on" structure: County highway 1049, Year Built: 2017, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 44 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 66 (year 2039), Design Load: HS 20, Features Intersected: Alamuchee Creek
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.19m (26.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,573,000, Roadway Improvement Cost: $157,000, Total Project Cost: $1,730,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 21167, Location: 0.9 mi SE US Hwy 11 (Lat: 32.451008, Lng: -88.332758), Route carried "on" structure: County highway 1049, Year Built: 2017, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 44 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 66 (year 2039), Design Load: HS 20, Features Intersected: Alamuchee Creek
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.19m (26.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,573,000, Roadway Improvement Cost: $157,000, Total Project Cost: $1,730,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 10545, Location: 2.0 MI W OF CUBA (Lat: 32.453636, Lng: -88.392411), Route carried "under" structure: Interstate 20, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 11,030 (year 2013), Truck Traffic: 42%, Features Intersected: I 59, Facility Carried by Structure: U.S. 80
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 1.278, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
Structure Number: 10545, Location: 2.0 MI W OF CUBA (Lat: 32.453636, Lng: -88.392411), Route carried "under" structure: Interstate 20, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 11,030 (year 2013), Truck Traffic: 42%, Features Intersected: I 59, Facility Carried by Structure: U.S. 80
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 1.278, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
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Structure Number: 10546, Location: 2.0 MI W. OF CUBA (Lat: 32.453567, Lng: -88.392700), Route carried "under" structure: Interstate 20, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 11,030 (year 2013), Truck Traffic: 42%, Features Intersected: I 59, Facility Carried by Structure: U.S. 80
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 1.246, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
Structure Number: 10546, Location: 2.0 MI W. OF CUBA (Lat: 32.453567, Lng: -88.392700), Route carried "under" structure: Interstate 20, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 11,030 (year 2013), Truck Traffic: 42%, Features Intersected: I 59, Facility Carried by Structure: U.S. 80
Minimum Vertical Clearance: 5.20m (17.06ft), Kilometerpoint: 1.246, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft)
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Structure Number: 11096, Location: 2.3 MI. N. OF MISS.ST.LN. (Lat: 32.466067, Lng: -88.371853), Route carried "under" structure: Interstate 20, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 18,040 (year 2013), Truck Traffic: 44%, Features Intersected: I-59, Facility Carried by Structure: COUNTY ROAD 27
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 3.655, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: 11096, Location: 2.3 MI. N. OF MISS.ST.LN. (Lat: 32.466067, Lng: -88.371853), Route carried "under" structure: Interstate 20, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 18,040 (year 2013), Truck Traffic: 44%, Features Intersected: I-59, Facility Carried by Structure: COUNTY ROAD 27
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 3.655, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 26.5m (86.9ft)