Bridge Statistics for Jacksonville, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 31Number of bridges
- 167ft / 50.8mTotal length
- $23,761,000Total costs
- 113,280Total average daily traffic
- 3,912Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Jacksonville
- No street view available for this location
- New bridges - historical statistics
- 51920-1929
- 31930-1939
- 11940-1949
- 71950-1959
- 41960-1969
- 11980-1989
- 21990-1999
- 42000-2009
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 21940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 31980-1989
- Bridge Condition - Deck
- 40.0%Very good
- 20.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Superstructure
- 26.7%Very good
- 33.3%Good
- 20.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Substructure
- 33.3%Very good
- 13.3%Good
- 26.7%Satisfactory
- 20.0%Fair
- 6.7%Serious
- Bridge Condition - Channel
- 24.1%Very good
- 31.0%Good
- 37.9%Satisfactory
- 6.9%Fair
- Bridge Condition - Culverts
- 7.1%Very good
- 21.4%Good
- 42.9%Satisfactory
- 28.6%Fair
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Structure Number: 512, Location: 6 MI W GA STATE LINE (Lat: 34.097358, Lng: -85.501806), Route carried "on" structure: US 411, Year Built: 1928, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,523 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 4,932 (year 2039), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 406.475, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.0 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, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $364,000, Roadway Improvement Cost: $36,000, Total Project Cost: $400,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 512, Location: 6 MI W GA STATE LINE (Lat: 34.097358, Lng: -85.501806), Route carried "on" structure: US 411, Year Built: 1928, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,523 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 4,932 (year 2039), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 406.475, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.0 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, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $364,000, Roadway Improvement Cost: $36,000, Total Project Cost: $400,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1885, Location: GADSDEN RD (Lat: 33.823622, Lng: -85.781697), Route carried "on" structure: County highway , Year Built: 1939, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 869 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,266 (year 2040), Features Intersected: BRANCH, Facility Carried by Structure: GADSDEN ROAD
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), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.02m (6.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $276,000, Roadway Improvement Cost: $28,000, Total Project Cost: $304,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1885, Location: GADSDEN RD (Lat: 33.823622, Lng: -85.781697), Route carried "on" structure: County highway , Year Built: 1939, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 869 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,266 (year 2040), Features Intersected: BRANCH, Facility Carried by Structure: GADSDEN ROAD
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), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.02m (6.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $276,000, Roadway Improvement Cost: $28,000, Total Project Cost: $304,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3155, Location: 0.1 MI N JCT CO RD 36 (Lat: 33.804111, Lng: -85.761319), Route carried "on" structure: State highway 21, Year Built: 1926, Year Reconstructed: 1948, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 26,013 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 36,418 (year 2040), Design Load: H 15, Features Intersected: HANES BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 428.432, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.7m (74.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 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, Length Of Structure Improvement: 1.63m (5.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $799,000, Roadway Improvement Cost: $80,000, Total Project Cost: $879,000 ( Estimate for 2022)
Structure Number: 3155, Location: 0.1 MI N JCT CO RD 36 (Lat: 33.804111, Lng: -85.761319), Route carried "on" structure: State highway 21, Year Built: 1926, Year Reconstructed: 1948, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 26,013 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 36,418 (year 2040), Design Load: H 15, Features Intersected: HANES BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 428.432, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.7m (74.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 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, Length Of Structure Improvement: 1.63m (5.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $799,000, Roadway Improvement Cost: $80,000, Total Project Cost: $879,000 ( Estimate for 2022)
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Structure Number: 3229, Location: 0.4 MI N JCT CO 36 (Lat: 33.809700, Lng: -85.761300), Route carried "on" structure: State highway 21, Year Built: 1948, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 24,251 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 33,951 (year 2040), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 428.914, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.5m (44.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 79.3 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, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $588,000, Roadway Improvement Cost: $59,000, Total Project Cost: $647,000 ( Estimate for 2022)
Structure Number: 3229, Location: 0.4 MI N JCT CO 36 (Lat: 33.809700, Lng: -85.761300), Route carried "on" structure: State highway 21, Year Built: 1948, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 24,251 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 33,951 (year 2040), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 428.914, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.5m (44.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 79.3 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, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $588,000, Roadway Improvement Cost: $59,000, Total Project Cost: $647,000 ( Estimate for 2022)
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Structure Number: 4504, Location: 1.6 MI N JACKSONVILLE (Lat: 33.861578, Lng: -85.742964), Route carried "on" structure: State highway 21, Year Built: 1926, Year Reconstructed: 1953, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 5,990 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 8,386 (year 2040), Design Load: HS 20, Features Intersected: FLAT TIRE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 435.336, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.7m (74.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.9 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, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $2,196,000, Roadway Improvement Cost: $220,000, Total Project Cost: $2,416,000 ( Estimate for 2022)
Structure Number: 4504, Location: 1.6 MI N JACKSONVILLE (Lat: 33.861578, Lng: -85.742964), Route carried "on" structure: State highway 21, Year Built: 1926, Year Reconstructed: 1953, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 5,990 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 8,386 (year 2040), Design Load: HS 20, Features Intersected: FLAT TIRE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 435.336, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.7m (74.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.9 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, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $2,196,000, Roadway Improvement Cost: $220,000, Total Project Cost: $2,416,000 ( Estimate for 2022)
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Structure Number: 4876, Location: PLEASANT VALLEY RD (Lat: 33.853264, Lng: -85.812992), Route carried "on" structure: County highway 41, Year Built: 1954, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,148 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 2,121 (year 2040), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: PLEASANT VALL. RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $483,000, Roadway Improvement Cost: $48,000, Total Project Cost: $531,000 ( Estimate for 2022)
Structure Number: 4876, Location: PLEASANT VALLEY RD (Lat: 33.853264, Lng: -85.812992), Route carried "on" structure: County highway 41, Year Built: 1954, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,148 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 2,121 (year 2040), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: PLEASANT VALL. RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $483,000, Roadway Improvement Cost: $48,000, Total Project Cost: $531,000 ( Estimate for 2022)
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Structure Number: 495, Location: ADERHOLT MILL (DAM) (Lat: 33.779506, Lng: -85.764567), Route carried "on" structure: County highway 117, Year Built: 1954, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 152 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 240 (year 2040), Features Intersected: LITTLE TALLAHATCHEECREEK, Facility Carried by Structure: ADERHOLT MILL RD
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), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Fair, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $284,000, Roadway Improvement Cost: $28,000, Total Project Cost: $312,000 ( Estimate for 2022), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 495, Location: ADERHOLT MILL (DAM) (Lat: 33.779506, Lng: -85.764567), Route carried "on" structure: County highway 117, Year Built: 1954, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 152 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 240 (year 2040), Features Intersected: LITTLE TALLAHATCHEECREEK, Facility Carried by Structure: ADERHOLT MILL RD
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), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Fair, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $284,000, Roadway Improvement Cost: $28,000, Total Project Cost: $312,000 ( Estimate for 2022), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4951, Location: ADERHOLT MILL (MILL) (Lat: 33.778597, Lng: -85.769728), Route carried "on" structure: County highway 117, Year Built: 1954, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 152 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 240 (year 2040), Features Intersected: LITTLE TALLAHATCHEECREEK, Facility Carried by Structure: ADERHOLT MILL RD.
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 3.1m (10.2ft), Out-to-Out Width: 3.4m (11.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 25.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $127,000, Roadway Improvement Cost: $13,000, Total Project Cost: $140,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 4951, Location: ADERHOLT MILL (MILL) (Lat: 33.778597, Lng: -85.769728), Route carried "on" structure: County highway 117, Year Built: 1954, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 152 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 240 (year 2040), Features Intersected: LITTLE TALLAHATCHEECREEK, Facility Carried by Structure: ADERHOLT MILL RD.
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 3.1m (10.2ft), Out-to-Out Width: 3.4m (11.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 25.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $127,000, Roadway Improvement Cost: $13,000, Total Project Cost: $140,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 5065, Location: Alexandria Rd (Lat: 33.814531, Lng: -85.771914), Route carried "on" structure: City street , Year Built: 1955, Status: Posted for load, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 1,300 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 1,950 (year 2042), Design Load: H 15, Features Intersected: MASSEY BRANCH, Facility Carried by Structure: ALEXANDRIA RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.299, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.8m (22.3ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $403,000, Roadway Improvement Cost: $40,000, Total Project Cost: $443,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5065, Location: Alexandria Rd (Lat: 33.814531, Lng: -85.771914), Route carried "on" structure: City street , Year Built: 1955, Status: Posted for load, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 1,300 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 1,950 (year 2042), Design Load: H 15, Features Intersected: MASSEY BRANCH, Facility Carried by Structure: ALEXANDRIA RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.299, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.8m (22.3ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $403,000, Roadway Improvement Cost: $40,000, Total Project Cost: $443,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5072, Location: JACKSONVILLE (Lat: 33.810064, Lng: -85.767889), Route carried "on" structure: City street , Year Built: 1955, Status: Closed, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 410 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 410 (year 2030), Design Load: H 15, Features Intersected: MASSEY BRANCH, Facility Carried by Structure: MARBUT DR. SW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2010, Bridge Improvement Cost: $314,000, Roadway Improvement Cost: $31,000, Total Project Cost: $345,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5072, Location: JACKSONVILLE (Lat: 33.810064, Lng: -85.767889), Route carried "on" structure: City street , Year Built: 1955, Status: Closed, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 410 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 410 (year 2030), Design Load: H 15, Features Intersected: MASSEY BRANCH, Facility Carried by Structure: MARBUT DR. SW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2010, Bridge Improvement Cost: $314,000, Roadway Improvement Cost: $31,000, Total Project Cost: $345,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5099, Location: JACKSONVILLE (Lat: 33.812458, Lng: -85.767036), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 550 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 850 (year 2042), Design Load: H 15, Features Intersected: MASSEY BRANCH, Facility Carried by Structure: COFFEE ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.299, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.1 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $282,000, Roadway Improvement Cost: $28,000, Total Project Cost: $310,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5099, Location: JACKSONVILLE (Lat: 33.812458, Lng: -85.767036), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 550 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 850 (year 2042), Design Load: H 15, Features Intersected: MASSEY BRANCH, Facility Carried by Structure: COFFEE ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.299, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.1 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $282,000, Roadway Improvement Cost: $28,000, Total Project Cost: $310,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 512, Location: JACKSONVILLE (Lat: 33.816667, Lng: -85.766667), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,520 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: H 15, Features Intersected: MASSEY BRANCH, Facility Carried by Structure: CITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $840,000, Roadway Improvement Cost: $84,000, Total Project Cost: $924,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 512, Location: JACKSONVILLE (Lat: 33.816667, Lng: -85.766667), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,520 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,400 (year 2040), Design Load: H 15, Features Intersected: MASSEY BRANCH, Facility Carried by Structure: CITY STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 27.4m (89.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $840,000, Roadway Improvement Cost: $84,000, Total Project Cost: $924,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6837, Location: MERRELLTON RD. (Lat: 33.869850, Lng: -85.750403), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 123 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 227 (year 2040), Features Intersected: TALLAHATCHEE CREEK, Facility Carried by Structure: 1 MI W AL 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.6 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 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
Structure Number: 6837, Location: MERRELLTON RD. (Lat: 33.869850, Lng: -85.750403), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 123 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 227 (year 2040), Features Intersected: TALLAHATCHEE CREEK, Facility Carried by Structure: 1 MI W AL 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.6 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2020, Other Special Inspection Date: December 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
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Structure Number: 8737, Location: 1.7 MI S JCT CO 36 (Lat: 33.781833, Lng: -85.761778), Route carried "on" structure: State highway 21, Year Built: 1965, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 10,765 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 14,945 (year 2040), Design Load: H 20, Features Intersected: LITTLE TALLASSEEHATCHEE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 426.026, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.73m (8.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $915,000, Roadway Improvement Cost: $92,000, Total Project Cost: $1,007,000 ( Estimate for 2022)
Structure Number: 8737, Location: 1.7 MI S JCT CO 36 (Lat: 33.781833, Lng: -85.761778), Route carried "on" structure: State highway 21, Year Built: 1965, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 10,765 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 14,945 (year 2040), Design Load: H 20, Features Intersected: LITTLE TALLASSEEHATCHEE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 426.026, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.73m (8.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $915,000, Roadway Improvement Cost: $92,000, Total Project Cost: $1,007,000 ( Estimate for 2022)
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Structure Number: 8738, Location: 1.7 MI S JCT CO 36 (Lat: 33.781833, Lng: -85.761500), Route carried "on" structure: State highway 21, Year Built: 1965, Status: Open, Structure Length: 1.90m (6.23ft), Average Daily Traffic: 10,765 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 14,945 (year 2040), Design Load: H 20, Features Intersected: LITTLE TALLASSEEHATCHEE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 426.026, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.63m (8.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $895,000, Roadway Improvement Cost: $90,000, Total Project Cost: $985,000 ( Estimate for 2022)
Structure Number: 8738, Location: 1.7 MI S JCT CO 36 (Lat: 33.781833, Lng: -85.761500), Route carried "on" structure: State highway 21, Year Built: 1965, Status: Open, Structure Length: 1.90m (6.23ft), Average Daily Traffic: 10,765 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 14,945 (year 2040), Design Load: H 20, Features Intersected: LITTLE TALLASSEEHATCHEE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 426.026, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.63m (8.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $895,000, Roadway Improvement Cost: $90,000, Total Project Cost: $985,000 ( Estimate for 2022)
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Structure Number: 11844, Location: 1.3 MI W ALA 21 (Lat: 33.840533, Lng: -85.781569), Route carried "on" structure: County highway 78, Year Built: 1989, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 665 (year 2009), Average Future Daily Traffic: 1,229 (year 2040), Features Intersected: TALLAHATCHEE CREEK, Facility Carried by Structure: CARPENTERS LN.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.31m (10.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $681,000, Roadway Improvement Cost: $68,000, Total Project Cost: $749,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11844, Location: 1.3 MI W ALA 21 (Lat: 33.840533, Lng: -85.781569), Route carried "on" structure: County highway 78, Year Built: 1989, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 665 (year 2009), Average Future Daily Traffic: 1,229 (year 2040), Features Intersected: TALLAHATCHEE CREEK, Facility Carried by Structure: CARPENTERS LN.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.31m (10.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $681,000, Roadway Improvement Cost: $68,000, Total Project Cost: $749,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14072, Location: ROY WEBB RD (Lat: 33.863953, Lng: -85.756172), Route carried "on" structure: County highway 19, Year Built: 1939, Year Reconstructed: 1987, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 1,910 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 2,700 (year 2040), Design Load: HS 20, Features Intersected: TALLASSEEHATCHEE CREEK, Facility Carried by Structure: ROYWEBB RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 51.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.04m (9.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,142,000, Roadway Improvement Cost: $114,000, Total Project Cost: $1,256,000 ( Estimate for 2022)
Structure Number: 14072, Location: ROY WEBB RD (Lat: 33.863953, Lng: -85.756172), Route carried "on" structure: County highway 19, Year Built: 1939, Year Reconstructed: 1987, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 1,910 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 2,700 (year 2040), Design Load: HS 20, Features Intersected: TALLASSEEHATCHEE CREEK, Facility Carried by Structure: ROYWEBB RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 51.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.04m (9.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,142,000, Roadway Improvement Cost: $114,000, Total Project Cost: $1,256,000 ( Estimate for 2022)
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Structure Number: 14318, Location: 1 MI N JACKSONVILLE (Lat: 33.854500, Lng: -85.749900), Route carried "on" structure: State highway 21, Year Built: 1925, Year Reconstructed: 1988, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,990 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 8,386 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 434.428, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.2m (72.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.5 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, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,115,000, Roadway Improvement Cost: $112,000, Total Project Cost: $1,227,000 ( Estimate for 2022)
Structure Number: 14318, Location: 1 MI N JACKSONVILLE (Lat: 33.854500, Lng: -85.749900), Route carried "on" structure: State highway 21, Year Built: 1925, Year Reconstructed: 1988, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,990 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 8,386 (year 2040), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 434.428, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.2m (72.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.5 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, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,115,000, Roadway Improvement Cost: $112,000, Total Project Cost: $1,227,000 ( Estimate for 2022)
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Structure Number: 14376, Location: WHITES GAP RD. (Lat: 33.778283, Lng: -85.759194), Route carried "on" structure: County highway 55, Year Built: 1964, Year Reconstructed: 1988, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,825 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 5,117 (year 2040), Design Load: HS 20, Features Intersected: LITTLE TALLAHATCHEECREEK, Facility Carried by Structure: WHITES GAP RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 58.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 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: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $733,000, Roadway Improvement Cost: $73,000, Total Project Cost: $806,000 ( Estimate for 2022)
Structure Number: 14376, Location: WHITES GAP RD. (Lat: 33.778283, Lng: -85.759194), Route carried "on" structure: County highway 55, Year Built: 1964, Year Reconstructed: 1988, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,825 (year 2010), Truck Traffic: 6%, Average Future Daily Traffic: 5,117 (year 2040), Design Load: HS 20, Features Intersected: LITTLE TALLAHATCHEECREEK, Facility Carried by Structure: WHITES GAP RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 58.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 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: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $733,000, Roadway Improvement Cost: $73,000, Total Project Cost: $806,000 ( Estimate for 2022)
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Structure Number: 16447, Location: W Francis St (Lat: 33.816297, Lng: -85.772178), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 600 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 891 (year 2042), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: W. FRANCIS ST
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.900, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $334,000, Roadway Improvement Cost: $33,000, Total Project Cost: $367,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16447, Location: W Francis St (Lat: 33.816297, Lng: -85.772178), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 600 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 891 (year 2042), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: W. FRANCIS ST
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.900, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $334,000, Roadway Improvement Cost: $33,000, Total Project Cost: $367,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17782, Location: JACKSONVILLE ST. (Lat: 33.779808, Lng: -85.785769), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 480 (year 1999), Truck Traffic: 1%, Average Future Daily Traffic: 600 (year 2040), Design Load: HS 20, Features Intersected: JACKSONVILLE STREET, Facility Carried by Structure: LT TALLASSEEHATCHE
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.5m (44.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 55.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.85m (15.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,495,000, Roadway Improvement Cost: $150,000, Total Project Cost: $1,645,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17782, Location: JACKSONVILLE ST. (Lat: 33.779808, Lng: -85.785769), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 480 (year 1999), Truck Traffic: 1%, Average Future Daily Traffic: 600 (year 2040), Design Load: HS 20, Features Intersected: JACKSONVILLE STREET, Facility Carried by Structure: LT TALLASSEEHATCHE
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.5m (44.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 55.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.85m (15.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,495,000, Roadway Improvement Cost: $150,000, Total Project Cost: $1,645,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17949, Location: 7.6 MI E JCT US431 (Lat: 33.823556, Lng: -85.799981), Route carried "on" structure: State highway 204, Year Built: 2004, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 6,686 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 9,360 (year 2039), Design Load: HS 20, Features Intersected: TALLASSEEHATCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.257, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 72.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 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: 7.74m (25.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $2,442,000, Roadway Improvement Cost: $244,000, Total Project Cost: $2,686,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17949, Location: 7.6 MI E JCT US431 (Lat: 33.823556, Lng: -85.799981), Route carried "on" structure: State highway 204, Year Built: 2004, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 6,686 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 9,360 (year 2039), Design Load: HS 20, Features Intersected: TALLASSEEHATCHEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.257, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 72.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 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: 7.74m (25.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $2,442,000, Roadway Improvement Cost: $244,000, Total Project Cost: $2,686,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18434, Location: STADIUM DR (Lat: 33.776286, Lng: -85.886281), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 602 (year 2002), Truck Traffic: 8%, Average Future Daily Traffic: 894 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO ALEXANDRIA CREEK, Facility Carried by Structure: STADIUM DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 67.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $562,000, Roadway Improvement Cost: $56,000, Total Project Cost: $618,000 ( Estimate for 2022)
Structure Number: 18434, Location: STADIUM DR (Lat: 33.776286, Lng: -85.886281), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 602 (year 2002), Truck Traffic: 8%, Average Future Daily Traffic: 894 (year 2040), Design Load: HS 20, Features Intersected: TRIB TO ALEXANDRIA CREEK, Facility Carried by Structure: STADIUM DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 67.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $562,000, Roadway Improvement Cost: $56,000, Total Project Cost: $618,000 ( Estimate for 2022)
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Structure Number: 19106, Location: NESBIT LAKE RD (Lat: 33.932022, Lng: -85.807192), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 415 (year 2004), Average Future Daily Traffic: 500 (year 2040), Design Load: HS 20, Features Intersected: COFFEE CREEK, Facility Carried by Structure: NESBIT LAKE ROAD
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: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.58m (15.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $879,000, Roadway Improvement Cost: $88,000, Total Project Cost: $967,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 19106, Location: NESBIT LAKE RD (Lat: 33.932022, Lng: -85.807192), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 415 (year 2004), Average Future Daily Traffic: 500 (year 2040), Design Load: HS 20, Features Intersected: COFFEE CREEK, Facility Carried by Structure: NESBIT LAKE ROAD
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: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.58m (15.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $879,000, Roadway Improvement Cost: $88,000, Total Project Cost: $967,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 19602, Location: ALEX-JACK HWY (Lat: 33.795661, Lng: -85.789808), Route carried "on" structure: County highway 25, Year Built: 2005, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 4,245 (year 2015), Average Future Daily Traffic: 6,964 (year 2040), Design Load: HS 20, Features Intersected: TALLASSEEHATCHEE CREEK, Facility Carried by Structure: ALEX-JACKS HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.7 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.52m (21.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,430,000, Roadway Improvement Cost: $143,000, Total Project Cost: $1,573,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19602, Location: ALEX-JACK HWY (Lat: 33.795661, Lng: -85.789808), Route carried "on" structure: County highway 25, Year Built: 2005, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 4,245 (year 2015), Average Future Daily Traffic: 6,964 (year 2040), Design Load: HS 20, Features Intersected: TALLASSEEHATCHEE CREEK, Facility Carried by Structure: ALEX-JACKS HWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.7 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.52m (21.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,430,000, Roadway Improvement Cost: $143,000, Total Project Cost: $1,573,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20535, Location: OLD BROADWELL MILL RD. (Lat: 33.804547, Lng: -85.792947), Route carried "on" structure: County highway 112, Year Built: 2010, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 487 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2041), Design Load: HS 20, Features Intersected: LITTLE TALLAHATCHEE CREE, Facility Carried by Structure: OLD BROADWELL MILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 40.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.54m (8.33ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $558,000, Roadway Improvement Cost: $56,000, Total Project Cost: $614,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20535, Location: OLD BROADWELL MILL RD. (Lat: 33.804547, Lng: -85.792947), Route carried "on" structure: County highway 112, Year Built: 2010, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 487 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 900 (year 2041), Design Load: HS 20, Features Intersected: LITTLE TALLAHATCHEE CREE, Facility Carried by Structure: OLD BROADWELL MILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel continuous, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 40.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.54m (8.33ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $558,000, Roadway Improvement Cost: $56,000, Total Project Cost: $614,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20587, Location: SCOTT LN. (Lat: 33.872506, Lng: -85.736494), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 100 (year 2010), Average Future Daily Traffic: 120 (year 2040), Features Intersected: TALLAHATCHEE CREEK, Facility Carried by Structure: SCOTT LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $340,000, Roadway Improvement Cost: $34,000, Total Project Cost: $374,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20587, Location: SCOTT LN. (Lat: 33.872506, Lng: -85.736494), Route carried "on" structure: County highway , Year Built: 2011, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 100 (year 2010), Average Future Daily Traffic: 120 (year 2040), Features Intersected: TALLAHATCHEE CREEK, Facility Carried by Structure: SCOTT LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $340,000, Roadway Improvement Cost: $34,000, Total Project Cost: $374,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20695, Location: POSSUM TROT/ASBERRY (Lat: 33.882392, Lng: -85.741858), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 369 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 738 (year 2041), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: POSSUM TROT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $535,000, Roadway Improvement Cost: $54,000, Total Project Cost: $589,000 ( Estimate for 2022)
Structure Number: 20695, Location: POSSUM TROT/ASBERRY (Lat: 33.882392, Lng: -85.741858), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 369 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 738 (year 2041), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: POSSUM TROT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $535,000, Roadway Improvement Cost: $54,000, Total Project Cost: $589,000 ( Estimate for 2022)
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Structure Number: 20711, Location: WELLINGTON DR. TRUSS (Lat: 33.822556, Lng: -85.898775), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 270 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 401 (year 2040), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: Wellington Dr.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: 2.27m (7.45ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Critical Feature Inspection Date: January 2021, Bridge Improvement Cost: $436,000, Roadway Improvement Cost: $44,000, Total Project Cost: $480,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20711, Location: WELLINGTON DR. TRUSS (Lat: 33.822556, Lng: -85.898775), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 270 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 401 (year 2040), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: Wellington Dr.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 44.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: 2.27m (7.45ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: January 2021, Critical Feature Inspection Date: January 2021, Bridge Improvement Cost: $436,000, Roadway Improvement Cost: $44,000, Total Project Cost: $480,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 535, Location: 3 MI N JACKSONVILLE (Lat: 33.850000, Lng: -85.790000), Route carried "under" structure: County highway 76, Year Built: 1928, Structure Length: 0. m, Average Daily Traffic: 75 (year 1988), Features Intersected: CO 76, Facility Carried by Structure: SCL RAILROAD
Minimum Vertical Clearance: 3.05m (10.01ft), Kilometerpoint: 0.010, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 28.3m (92.8ft)
Structure Number: 535, Location: 3 MI N JACKSONVILLE (Lat: 33.850000, Lng: -85.790000), Route carried "under" structure: County highway 76, Year Built: 1928, Structure Length: 0. m, Average Daily Traffic: 75 (year 1988), Features Intersected: CO 76, Facility Carried by Structure: SCL RAILROAD
Minimum Vertical Clearance: 3.05m (10.01ft), Kilometerpoint: 0.010, Lanes under structure: 1, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 28.3m (92.8ft)
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Structure Number: 713, Location: .5 MI W ALA 21 (Lat: 33.871667, Lng: -85.736667), Route carried "under" structure: County highway , Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 30 (year 1988), Features Intersected: CO ROAD, Facility Carried by Structure: SCL RAILROAD
Minimum Vertical Clearance: 2.44m (8.01ft), Kilometerpoint: 0.010, Lanes under structure: 1, Material/Design: Wood or Timber, Design/Construction: Frame, Length of Maximum Span: 4.0m (13.1ft)
Structure Number: 713, Location: .5 MI W ALA 21 (Lat: 33.871667, Lng: -85.736667), Route carried "under" structure: County highway , Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 30 (year 1988), Features Intersected: CO ROAD, Facility Carried by Structure: SCL RAILROAD
Minimum Vertical Clearance: 2.44m (8.01ft), Kilometerpoint: 0.010, Lanes under structure: 1, Material/Design: Wood or Timber, Design/Construction: Frame, Length of Maximum Span: 4.0m (13.1ft)