Bridge Statistics for Highland Lake, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 75ft / 23.4mTotal length
- $5,671,000Total costs
- 7,114Total average daily traffic
- 295Total average daily truck traffic
- 10,477Total future (year 2034) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Highland Lake
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 31950-1959
- 21970-1979
- 11980-1989
- 11990-1999
- 12000-2009
- 22010-2019
- Bridge Condition - Deck
- 25.0%Very good
- 12.5%Good
- 25.0%Satisfactory
- 25.0%Fair
- 12.5%Poor
- Bridge Condition - Superstructure
- 12.5%Very good
- 62.5%Satisfactory
- 12.5%Fair
- 12.5%Poor
- Bridge Condition - Substructure
- 12.5%Very good
- 25.0%Satisfactory
- 37.5%Fair
- 25.0%Poor
- Bridge Condition - Channel
- 8.3%Very good
- 41.7%Satisfactory
- 50.0%Fair
- Bridge Condition - Culverts
- 25.0%Very good
- 25.0%Good
- 50.0%Satisfactory
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Structure Number: 1496, Location: 0.3 MI E ALA HWY 53 (Lat: 34.923369, Lng: -86.760667), Route carried "on" structure: County highway 114, Year Built: 1936, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 200 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 240 (year 2034), Design Load: H 15, Features Intersected: SWEETWATER BRANCH, Facility Carried by Structure: SHADY GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $18,000, Total Project Cost: $193,000 ( Estimate for 2022)
Structure Number: 1496, Location: 0.3 MI E ALA HWY 53 (Lat: 34.923369, Lng: -86.760667), Route carried "on" structure: County highway 114, Year Built: 1936, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 200 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 240 (year 2034), Design Load: H 15, Features Intersected: SWEETWATER BRANCH, Facility Carried by Structure: SHADY GROVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $18,000, Total Project Cost: $193,000 ( Estimate for 2022)
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Structure Number: 2738, Location: 6 MI S OF ONEONTA (Lat: 33.860692, Lng: -86.445819), Route carried "on" structure: County highway 234, Year Built: 1942, Status: Closed, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 106 (year 2015), Average Future Daily Traffic: 158 (year 2035), Features Intersected: BLACKBURN FORK, Facility Carried by Structure: DUMAS BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, 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: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2015, Critical Feature Inspection Date: January 2015, Other Special Inspection Date: January 2016, Bridge Improvement Cost: $314,000, Roadway Improvement Cost: $31,000, Total Project Cost: $345,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 2738, Location: 6 MI S OF ONEONTA (Lat: 33.860692, Lng: -86.445819), Route carried "on" structure: County highway 234, Year Built: 1942, Status: Closed, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 106 (year 2015), Average Future Daily Traffic: 158 (year 2035), Features Intersected: BLACKBURN FORK, Facility Carried by Structure: DUMAS BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, 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: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2015, Critical Feature Inspection Date: January 2015, Other Special Inspection Date: January 2016, Bridge Improvement Cost: $314,000, Roadway Improvement Cost: $31,000, Total Project Cost: $345,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 4691, Location: 1/2 MI S OF APPALACHAIN (Lat: 33.880608, Lng: -86.401156), Route carried "on" structure: County highway 29, Year Built: 1953, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 392 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 582 (year 2041), Design Load: H 15, Features Intersected: BRASHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $516,000 ( Estimate for 2022)
Structure Number: 4691, Location: 1/2 MI S OF APPALACHAIN (Lat: 33.880608, Lng: -86.401156), Route carried "on" structure: County highway 29, Year Built: 1953, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 392 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 582 (year 2041), Design Load: H 15, Features Intersected: BRASHER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $469,000, Roadway Improvement Cost: $47,000, Total Project Cost: $516,000 ( Estimate for 2022)
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Structure Number: 4976, Location: 3 1/2 SOUTH OF CHAMPION (Lat: 33.897400, Lng: -86.416100), Route carried "on" structure: County highway 29, Year Built: 1954, Status: Posted for load, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 1,865 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,772 (year 2041), Design Load: H 15, Features Intersected: HIGHLAND LAKE
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: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 4.17m (13.68ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Underwater Inspection Date: October 2018, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $658,000, Roadway Improvement Cost: $66,000, Total Project Cost: $724,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4976, Location: 3 1/2 SOUTH OF CHAMPION (Lat: 33.897400, Lng: -86.416100), Route carried "on" structure: County highway 29, Year Built: 1954, Status: Posted for load, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 1,865 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,772 (year 2041), Design Load: H 15, Features Intersected: HIGHLAND LAKE
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: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 4.17m (13.68ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Underwater Inspection Date: October 2018, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $658,000, Roadway Improvement Cost: $66,000, Total Project Cost: $724,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 5755, Location: 4 MI N OF HOLLY SPRINGS (Lat: 33.865719, Lng: -86.443364), Route carried "on" structure: County highway 27, Year Built: 1957, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 2,612 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 3,881 (year 2041), Design Load: H 15, Features Intersected: BLACKBURN FORK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 53.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.14m (23.43ft), 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: $1,174,000, Roadway Improvement Cost: $117,000, Total Project Cost: $1,291,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5755, Location: 4 MI N OF HOLLY SPRINGS (Lat: 33.865719, Lng: -86.443364), Route carried "on" structure: County highway 27, Year Built: 1957, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 2,612 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 3,881 (year 2041), Design Load: H 15, Features Intersected: BLACKBURN FORK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 53.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.14m (23.43ft), 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: $1,174,000, Roadway Improvement Cost: $117,000, Total Project Cost: $1,291,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12058, Location: 3 1/2 MI NE OF HOLLY SPRI (Lat: 33.868850, Lng: -86.441678), Route carried "on" structure: County highway 211, Year Built: 1978, Year Reconstructed: 2018, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 413 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 578 (year 2042), Features Intersected: BLACKBURN FORK OF WARR, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $395,000, Roadway Improvement Cost: $40,000, Total Project Cost: $435,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 12058, Location: 3 1/2 MI NE OF HOLLY SPRI (Lat: 33.868850, Lng: -86.441678), Route carried "on" structure: County highway 211, Year Built: 1978, Year Reconstructed: 2018, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 413 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 578 (year 2042), Features Intersected: BLACKBURN FORK OF WARR, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $395,000, Roadway Improvement Cost: $40,000, Total Project Cost: $435,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 12233, Location: 1 MI NE OF APPALACHAIN (Lat: 33.888989, Lng: -86.387881), Route carried "on" structure: County highway 248, Year Built: 1979, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 205 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 304 (year 2041), Design Load: HS 15, Features Intersected: BRASHER CREEK, Facility Carried by Structure: PUTMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.7m (25.3ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 8.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 2.7 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: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.80m (5.91ft), 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: $309,000, Roadway Improvement Cost: $31,000, Total Project Cost: $340,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12233, Location: 1 MI NE OF APPALACHAIN (Lat: 33.888989, Lng: -86.387881), Route carried "on" structure: County highway 248, Year Built: 1979, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 205 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 304 (year 2041), Design Load: HS 15, Features Intersected: BRASHER CREEK, Facility Carried by Structure: PUTMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.7m (25.3ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 8.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 2.7 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: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.80m (5.91ft), 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: $309,000, Roadway Improvement Cost: $31,000, Total Project Cost: $340,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1496, Location: HIGHLAND LAKE (Lat: 33.874678, Lng: -86.422397), Route carried "on" structure: County highway 211, Year Built: 1989, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 362 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 538 (year 2041), Design Load: HS 20, Features Intersected: RENO BRASHER CREEK, Facility Carried by Structure: LAKESHORE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.39m (4.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $305,000, Roadway Improvement Cost: $31,000, Total Project Cost: $336,000 ( Estimate for 2022)
Structure Number: 1496, Location: HIGHLAND LAKE (Lat: 33.874678, Lng: -86.422397), Route carried "on" structure: County highway 211, Year Built: 1989, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 362 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 538 (year 2041), Design Load: HS 20, Features Intersected: RENO BRASHER CREEK, Facility Carried by Structure: LAKESHORE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.39m (4.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $305,000, Roadway Improvement Cost: $31,000, Total Project Cost: $336,000 ( Estimate for 2022)
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Structure Number: 1525, Location: HIGHLAND LAKE (Lat: 33.883533, Lng: -86.415261), Route carried "on" structure: County highway 239, Year Built: 1990, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 305 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 453 (year 2041), Design Load: HS 15, Features Intersected: BRASHER CREEK/ANCHOR, Facility Carried by Structure: LAKESHORE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal 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: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $266,000, Roadway Improvement Cost: $27,000, Total Project Cost: $293,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1525, Location: HIGHLAND LAKE (Lat: 33.883533, Lng: -86.415261), Route carried "on" structure: County highway 239, Year Built: 1990, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 305 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 453 (year 2041), Design Load: HS 15, Features Intersected: BRASHER CREEK/ANCHOR, Facility Carried by Structure: LAKESHORE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: City or Municipal 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: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $266,000, Roadway Improvement Cost: $27,000, Total Project Cost: $293,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18299, Location: 5 1/2 MI SE OF ONEONTA (Lat: 33.905767, Lng: -86.394139), Route carried "on" structure: County highway 252, Year Built: 2002, Status: Open, Structure Length: 1.47m (4.82ft), Average Daily Traffic: 330 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 491 (year 2041), Design Load: HS 20, Features Intersected: LITTLE WARRIOR RIVER, Facility Carried by Structure: COUNTY HWY 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, 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: 4.8m (15.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Fair, Culverts: Very good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.15m (7.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $459,000, Roadway Improvement Cost: $46,000, Total Project Cost: $505,000 ( Estimate for 2022)
Structure Number: 18299, Location: 5 1/2 MI SE OF ONEONTA (Lat: 33.905767, Lng: -86.394139), Route carried "on" structure: County highway 252, Year Built: 2002, Status: Open, Structure Length: 1.47m (4.82ft), Average Daily Traffic: 330 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 491 (year 2041), Design Load: HS 20, Features Intersected: LITTLE WARRIOR RIVER, Facility Carried by Structure: COUNTY HWY 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, 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: 4.8m (15.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Fair, Culverts: Very good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.15m (7.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $459,000, Roadway Improvement Cost: $46,000, Total Project Cost: $505,000 ( Estimate for 2022)
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Structure Number: 20771, Location: 6 MI E OF ONEONTA (Lat: 33.922422, Lng: -86.383653), Route carried "on" structure: County highway 201, Year Built: 2013, Status: Posted for load, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 75 (year 2021), Average Future Daily Traffic: 111 (year 2041), Features Intersected: LITTLE WARRIOR RIVER, Facility Carried by Structure: ROGERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 19.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $27,000, Total Project Cost: $294,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20771, Location: 6 MI E OF ONEONTA (Lat: 33.922422, Lng: -86.383653), Route carried "on" structure: County highway 201, Year Built: 2013, Status: Posted for load, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 75 (year 2021), Average Future Daily Traffic: 111 (year 2041), Features Intersected: LITTLE WARRIOR RIVER, Facility Carried by Structure: ROGERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 19.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2021, Other Special Inspection Date: May 2021, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $27,000, Total Project Cost: $294,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21545, Location: 6 MI S OF ONEONTA (Lat: 33.862361, Lng: -86.442219), Route carried "on" structure: County highway 241, Year Built: 2019, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 249 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 369 (year 2041), Design Load: HS 20, Features Intersected: BLACKBURN FORK, Facility Carried by Structure: JONES CHAPEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 83.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $363,000, Roadway Improvement Cost: $36,000, Total Project Cost: $399,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21545, Location: 6 MI S OF ONEONTA (Lat: 33.862361, Lng: -86.442219), Route carried "on" structure: County highway 241, Year Built: 2019, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 249 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 369 (year 2041), Design Load: HS 20, Features Intersected: BLACKBURN FORK, Facility Carried by Structure: JONES CHAPEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 83.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $363,000, Roadway Improvement Cost: $36,000, Total Project Cost: $399,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place