Bridge Statistics for Hazel Green, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 32Number of bridges
- 443ft / 135mTotal length
- $36,064,000Total costs
- 103,248Total average daily traffic
- 4,070Total average daily truck traffic
- 141,346Total future (year 2028) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Hazel Green
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 31920-1929
- 51930-1939
- 51940-1949
- 11950-1959
- 51960-1969
- 11980-1989
- 11990-1999
- 82000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 31960-1969
- 01970-1979
- 01980-1989
- 11990-1999
- 02000-2009
- 02010-2019
- 12020-2022
- Bridge Condition - Deck
- 13.6%Excellent
- 18.2%Very good
- 18.2%Good
- 50.0%Satisfactory
- Bridge Condition - Superstructure
- 13.6%Excellent
- 18.2%Very good
- 22.7%Good
- 36.4%Satisfactory
- 9.1%Fair
- Bridge Condition - Substructure
- 9.1%Excellent
- 27.3%Very good
- 45.5%Satisfactory
- 18.2%Fair
- Bridge Condition - Channel
- 6.3%Excellent
- 18.8%Very good
- 12.5%Good
- 21.9%Satisfactory
- 40.6%Fair
- Bridge Condition - Culverts
- 20.0%Very good
- 70.0%Satisfactory
- 10.0%Fair
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Structure Number: 5, Location: 0.2 MI N JCT CO RD 142 (Lat: 34.964881, Lng: -86.621233), Route carried "on" structure: County highway 147, Year Built: 1910, Year Reconstructed: 1995, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 200 (year 1991), Truck Traffic: 1%, Average Future Daily Traffic: 310 (year 2040), Design Load: H 10, Features Intersected: COPELAND CREEK, Facility Carried by Structure: LARKIN SULLIVAN R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 9.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.61m (5.28ft), 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: $243,000, Roadway Improvement Cost: $24,000, Total Project Cost: $267,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5, Location: 0.2 MI N JCT CO RD 142 (Lat: 34.964881, Lng: -86.621233), Route carried "on" structure: County highway 147, Year Built: 1910, Year Reconstructed: 1995, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 200 (year 1991), Truck Traffic: 1%, Average Future Daily Traffic: 310 (year 2040), Design Load: H 10, Features Intersected: COPELAND CREEK, Facility Carried by Structure: LARKIN SULLIVAN R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 9.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.61m (5.28ft), 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: $243,000, Roadway Improvement Cost: $24,000, Total Project Cost: $267,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 166, Location: 0.2 MI SO JCT CO RD 154 (Lat: 34.937789, Lng: -86.520511), Route carried "on" structure: County highway 249, Year Built: 1937, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 140 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 205 (year 2035), Design Load: H 15, Features Intersected: PIGRUM BRANCH, Facility Carried by Structure: TANNER RD
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), Skew: 3 degrees, Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $311,000, Roadway Improvement Cost: $31,000, Total Project Cost: $342,000 ( Estimate for 2022)
Structure Number: 166, Location: 0.2 MI SO JCT CO RD 154 (Lat: 34.937789, Lng: -86.520511), Route carried "on" structure: County highway 249, Year Built: 1937, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 140 (year 1990), Truck Traffic: 1%, Average Future Daily Traffic: 205 (year 2035), Design Load: H 15, Features Intersected: PIGRUM BRANCH, Facility Carried by Structure: TANNER RD
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), Skew: 3 degrees, Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $311,000, Roadway Improvement Cost: $31,000, Total Project Cost: $342,000 ( Estimate for 2022)
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Structure Number: 1826, Location: 0.1 S CO RD 214 (Lat: 34.976597, Lng: -86.641408), Route carried "on" structure: County highway 138, Year Built: 1938, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 250 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 295 (year 2040), Design Load: H 15, Features Intersected: COPELAND CREEK, Facility Carried by Structure: BUTTER * EGG 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: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $239,000, Roadway Improvement Cost: $24,000, Total Project Cost: $263,000 ( Estimate for 2022)
Structure Number: 1826, Location: 0.1 S CO RD 214 (Lat: 34.976597, Lng: -86.641408), Route carried "on" structure: County highway 138, Year Built: 1938, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 250 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 295 (year 2040), Design Load: H 15, Features Intersected: COPELAND CREEK, Facility Carried by Structure: BUTTER * EGG 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: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $239,000, Roadway Improvement Cost: $24,000, Total Project Cost: $263,000 ( Estimate for 2022)
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Structure Number: 1859, Location: 100 FT W JCT FAS RT 45 04 (Lat: 34.976950, Lng: -86.642217), Route carried "on" structure: County highway 274, Year Built: 1938, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 620 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 840 (year 2029), Design Load: H 15, Features Intersected: W FORK COPELAND CREEK, Facility Carried by Structure: ELKWOOD SECTION R
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: Masonry, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.41m (7.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $347,000, Roadway Improvement Cost: $35,000, Total Project Cost: $382,000 ( Estimate for 2022)
Structure Number: 1859, Location: 100 FT W JCT FAS RT 45 04 (Lat: 34.976950, Lng: -86.642217), Route carried "on" structure: County highway 274, Year Built: 1938, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 620 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 840 (year 2029), Design Load: H 15, Features Intersected: W FORK COPELAND CREEK, Facility Carried by Structure: ELKWOOD SECTION R
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: Masonry, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.41m (7.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $347,000, Roadway Improvement Cost: $35,000, Total Project Cost: $382,000 ( Estimate for 2022)
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Structure Number: 2065, Location: 0.3 MI W JCT CO RD 249 (Lat: 34.957669, Lng: -86.524911), Route carried "on" structure: County highway 246, Year Built: 1939, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 634 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 760 (year 2035), Design Load: H 15, Features Intersected: PIGRUM BRANCH, Facility Carried by Structure: BOLES RD
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: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Satisfactory, 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $244,000, Roadway Improvement Cost: $24,000, Total Project Cost: $268,000 ( Estimate for 2022)
Structure Number: 2065, Location: 0.3 MI W JCT CO RD 249 (Lat: 34.957669, Lng: -86.524911), Route carried "on" structure: County highway 246, Year Built: 1939, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 634 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 760 (year 2035), Design Load: H 15, Features Intersected: PIGRUM BRANCH, Facility Carried by Structure: BOLES RD
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: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Channel: Satisfactory, 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $244,000, Roadway Improvement Cost: $24,000, Total Project Cost: $268,000 ( Estimate for 2022)
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Structure Number: 2071, Location: 1.6 MI E JCT US HWY 231 (Lat: 34.976050, Lng: -86.558367), Route carried "on" structure: County highway 274, Year Built: 1939, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,636 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 1,963 (year 2035), Design Load: H 15, Features Intersected: SLATE ROCK BRANCH, Facility Carried by Structure: LINCOLN RD
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), Skew: 4 degrees, Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $243,000, Roadway Improvement Cost: $24,000, Total Project Cost: $267,000 ( Estimate for 2022)
Structure Number: 2071, Location: 1.6 MI E JCT US HWY 231 (Lat: 34.976050, Lng: -86.558367), Route carried "on" structure: County highway 274, Year Built: 1939, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,636 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 1,963 (year 2035), Design Load: H 15, Features Intersected: SLATE ROCK BRANCH, Facility Carried by Structure: LINCOLN RD
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), Skew: 4 degrees, Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $243,000, Roadway Improvement Cost: $24,000, Total Project Cost: $267,000 ( Estimate for 2022)
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Structure Number: 2465, Location: 2 MI W HAZEL GREEN (Lat: 34.925014, Lng: -86.604122), Route carried "on" structure: County highway 154, Year Built: 1940, Status: Posted for load, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 1,620 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 1,950 (year 2040), Design Load: H 15, Features Intersected: COPELAND CREEK, Facility Carried by Structure: WEST LIMESTONE RD
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: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 29.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 3.49m (11.45ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $503,000, Roadway Improvement Cost: $50,000, Total Project Cost: $553,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2465, Location: 2 MI W HAZEL GREEN (Lat: 34.925014, Lng: -86.604122), Route carried "on" structure: County highway 154, Year Built: 1940, Status: Posted for load, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 1,620 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 1,950 (year 2040), Design Load: H 15, Features Intersected: COPELAND CREEK, Facility Carried by Structure: WEST LIMESTONE RD
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: 8.8m (28.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 29.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 3.49m (11.45ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $503,000, Roadway Improvement Cost: $50,000, Total Project Cost: $553,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3351, Location: 0.3MILE WEST JCT CORD 152 (Lat: 34.919564, Lng: -86.621694), Route carried "on" structure: County highway 154, Year Built: 1948, Status: Posted for load, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 1,620 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 1,950 (year 2040), Design Load: H 15, Features Intersected: BRIER FORK CREEK, Facility Carried by Structure: WEST LIMESTONE RD
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: 10, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, 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: 11.28m (37.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $1,778,000, Roadway Improvement Cost: $178,000, Total Project Cost: $1,956,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3351, Location: 0.3MILE WEST JCT CORD 152 (Lat: 34.919564, Lng: -86.621694), Route carried "on" structure: County highway 154, Year Built: 1948, Status: Posted for load, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 1,620 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 1,950 (year 2040), Design Load: H 15, Features Intersected: BRIER FORK CREEK, Facility Carried by Structure: WEST LIMESTONE RD
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: 10, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, 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: 11.28m (37.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2020, Other Special Inspection Date: November 2021, Bridge Improvement Cost: $1,778,000, Roadway Improvement Cost: $178,000, Total Project Cost: $1,956,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3352, Location: 0.3 MI NE JCT CO RD 186 (Lat: 34.936758, Lng: -86.523992), Route carried "on" structure: County highway 154, Year Built: 1948, Status: Posted for load, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 3,078 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 3,693 (year 2034), Design Load: H 15, Features Intersected: FLINT RIVER, Facility Carried by Structure: JOE QUICK 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: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 36.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 5.11m (16.77ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $1,016,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,118,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3352, Location: 0.3 MI NE JCT CO RD 186 (Lat: 34.936758, Lng: -86.523992), Route carried "on" structure: County highway 154, Year Built: 1948, Status: Posted for load, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 3,078 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 3,693 (year 2034), Design Load: H 15, Features Intersected: FLINT RIVER, Facility Carried by Structure: JOE QUICK 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: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 36.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 5.11m (16.77ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $1,016,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,118,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3353, Location: 0.3 MI NE JCT CO RD 187 (Lat: 34.937608, Lng: -86.522508), Route carried "on" structure: County highway 154, Year Built: 1948, Status: Posted for load, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 3,078 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 3,693 (year 2041), Design Load: H 15, Features Intersected: FLINT RIVER, Facility Carried by Structure: JOE QUICK RD
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 31.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 10.63m (34.88ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Underwater Inspection Date: July 2020, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $2,114,000, Roadway Improvement Cost: $211,000, Total Project Cost: $2,325,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3353, Location: 0.3 MI NE JCT CO RD 187 (Lat: 34.937608, Lng: -86.522508), Route carried "on" structure: County highway 154, Year Built: 1948, Status: Posted for load, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 3,078 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 3,693 (year 2041), Design Load: H 15, Features Intersected: FLINT RIVER, Facility Carried by Structure: JOE QUICK RD
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 31.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 10.63m (34.88ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Underwater Inspection Date: July 2020, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $2,114,000, Roadway Improvement Cost: $211,000, Total Project Cost: $2,325,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3354, Location: 0.4 MI NE JCT CO RD 187 (Lat: 34.939253, Lng: -86.519725), Route carried "on" structure: County highway 154, Year Built: 1948, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,078 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 3,693 (year 2034), Design Load: H 15, Features Intersected: PIGRUM BRANCH, Facility Carried by Structure: JOE QUICK 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: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $27,000, Total Project Cost: $294,000 ( Estimate for 2022)
Structure Number: 3354, Location: 0.4 MI NE JCT CO RD 187 (Lat: 34.939253, Lng: -86.519725), Route carried "on" structure: County highway 154, Year Built: 1948, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,078 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 3,693 (year 2034), Design Load: H 15, Features Intersected: PIGRUM BRANCH, Facility Carried by Structure: JOE QUICK 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: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $27,000, Total Project Cost: $294,000 ( Estimate for 2022)
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Structure Number: 6751, Location: 6 MI S TENN ST LINE (Lat: 34.906667, Lng: -86.571667), Route carried "on" structure: US 231, Year Built: 1929, Year Reconstructed: 1960, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 20,122 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 28,171 (year 2039), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 558.661, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, 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: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.1 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: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $956,000, Roadway Improvement Cost: $96,000, Total Project Cost: $1,052,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6751, Location: 6 MI S TENN ST LINE (Lat: 34.906667, Lng: -86.571667), Route carried "on" structure: US 231, Year Built: 1929, Year Reconstructed: 1960, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 20,122 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 28,171 (year 2039), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 558.661, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, 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: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.1 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: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $956,000, Roadway Improvement Cost: $96,000, Total Project Cost: $1,052,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6752, Location: 2 MI S TENN STATE LINE (Lat: 34.958333, Lng: -86.570000), Route carried "on" structure: US 231, Year Built: 1929, Year Reconstructed: 1960, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 20,122 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 28,171 (year 2039), Design Load: H 15, Features Intersected: WEST FORK FLINT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 564.366, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.67m (31.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $2,189,000, Roadway Improvement Cost: $219,000, Total Project Cost: $2,408,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6752, Location: 2 MI S TENN STATE LINE (Lat: 34.958333, Lng: -86.570000), Route carried "on" structure: US 231, Year Built: 1929, Year Reconstructed: 1960, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 20,122 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 28,171 (year 2039), Design Load: H 15, Features Intersected: WEST FORK FLINT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 564.366, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.67m (31.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $2,189,000, Roadway Improvement Cost: $219,000, Total Project Cost: $2,408,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6753, Location: 0.2 MI S TENN ST LINE (Lat: 34.986667, Lng: -86.570000), Route carried "on" structure: US 231, Year Built: 1929, Year Reconstructed: 1960, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 13,382 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 18,735 (year 2039), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 567.622, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 14 degrees, 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: 71.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.9 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: Better than present minimum criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,143,000, Roadway Improvement Cost: $114,000, Total Project Cost: $1,257,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6753, Location: 0.2 MI S TENN ST LINE (Lat: 34.986667, Lng: -86.570000), Route carried "on" structure: US 231, Year Built: 1929, Year Reconstructed: 1960, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 13,382 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 18,735 (year 2039), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 567.622, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 14 degrees, 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: 71.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.9 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: Better than present minimum criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,143,000, Roadway Improvement Cost: $114,000, Total Project Cost: $1,257,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 73, Location: 2 MI S ALA-TENN ST LINE (Lat: 34.958342, Lng: -86.569236), Route carried "on" structure: US 231, Year Built: 1961, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 20,122 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 28,171 (year 2039), Design Load: HS 20, Features Intersected: WEST FORK FLINT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 564.366, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 48.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.76m (32.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $2,209,000, Roadway Improvement Cost: $221,000, Total Project Cost: $2,430,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 73, Location: 2 MI S ALA-TENN ST LINE (Lat: 34.958342, Lng: -86.569236), Route carried "on" structure: US 231, Year Built: 1961, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 20,122 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 28,171 (year 2039), Design Load: HS 20, Features Intersected: WEST FORK FLINT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 564.366, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 48.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.76m (32.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $2,209,000, Roadway Improvement Cost: $221,000, Total Project Cost: $2,430,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 781, Location: 1 MI W JCT US HWY 231 (Lat: 34.976539, Lng: -86.585306), Route carried "on" structure: County highway 274, Year Built: 1962, Status: Posted for load, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 850 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 1,050 (year 2040), Design Load: H 15, Features Intersected: FOWLER CREEK, Facility Carried by Structure: ELKWOOD SECTION R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 5.12m (16.80ft), 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: $948,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,043,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 781, Location: 1 MI W JCT US HWY 231 (Lat: 34.976539, Lng: -86.585306), Route carried "on" structure: County highway 274, Year Built: 1962, Status: Posted for load, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 850 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 1,050 (year 2040), Design Load: H 15, Features Intersected: FOWLER CREEK, Facility Carried by Structure: ELKWOOD SECTION R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 5.12m (16.80ft), 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: $948,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,043,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7811, Location: 0.3 MI W US HWY 231 JCT (Lat: 34.976197, Lng: -86.573428), Route carried "on" structure: County highway 274, Year Built: 1962, Status: Posted for load, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 820 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 1,050 (year 2040), Design Load: H 15, Features Intersected: WALKER CREEK, Facility Carried by Structure: ELKWOOD SECTION R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 36.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 7.26m (23.82ft), 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: $1,344,000, Roadway Improvement Cost: $134,000, Total Project Cost: $1,478,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7811, Location: 0.3 MI W US HWY 231 JCT (Lat: 34.976197, Lng: -86.573428), Route carried "on" structure: County highway 274, Year Built: 1962, Status: Posted for load, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 820 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 1,050 (year 2040), Design Load: H 15, Features Intersected: WALKER CREEK, Facility Carried by Structure: ELKWOOD SECTION R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 36.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 7.26m (23.82ft), 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: $1,344,000, Roadway Improvement Cost: $134,000, Total Project Cost: $1,478,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 844, Location: 0.5 S JCT CO RD 153 (Lat: 34.925503, Lng: -86.633433), Route carried "on" structure: County highway 138, Year Built: 1964, Status: Posted for load, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 1,586 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 1,903 (year 2035), Design Load: H 15, Features Intersected: BRIAR FORK CREEK, Facility Carried by Structure: BRIAR FORK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 11.28m (37.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $2,010,000, Roadway Improvement Cost: $201,000, Total Project Cost: $2,211,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 844, Location: 0.5 S JCT CO RD 153 (Lat: 34.925503, Lng: -86.633433), Route carried "on" structure: County highway 138, Year Built: 1964, Status: Posted for load, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 1,586 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 1,903 (year 2035), Design Load: H 15, Features Intersected: BRIAR FORK CREEK, Facility Carried by Structure: BRIAR FORK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 11.28m (37.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $2,010,000, Roadway Improvement Cost: $201,000, Total Project Cost: $2,211,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9183, Location: 0.5 MI N JCT CO RD 274 (Lat: 34.981994, Lng: -86.601136), Route carried "on" structure: County highway 238, Year Built: 1966, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 202 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 242 (year 2034), Design Load: H 15, Features Intersected: FOWLER CREEK, Facility Carried by Structure: EDGAR GOOCH 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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $532,000, Roadway Improvement Cost: $53,000, Total Project Cost: $585,000 ( Estimate for 2022)
Structure Number: 9183, Location: 0.5 MI N JCT CO RD 274 (Lat: 34.981994, Lng: -86.601136), Route carried "on" structure: County highway 238, Year Built: 1966, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 202 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 242 (year 2034), Design Load: H 15, Features Intersected: FOWLER CREEK, Facility Carried by Structure: EDGAR GOOCH 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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $532,000, Roadway Improvement Cost: $53,000, Total Project Cost: $585,000 ( Estimate for 2022)
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Structure Number: 13407, Location: 0.5 MI N JCT US HWY 231 (Lat: 34.960311, Lng: -86.571831), Route carried "on" structure: County highway 239, Year Built: 1984, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,407 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 1,688 (year 2035), Design Load: H 20, Features Intersected: MILL BRANCH, Facility Carried by Structure: BOBO SECTION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 69.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), 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)
Structure Number: 13407, Location: 0.5 MI N JCT US HWY 231 (Lat: 34.960311, Lng: -86.571831), Route carried "on" structure: County highway 239, Year Built: 1984, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,407 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 1,688 (year 2035), Design Load: H 20, Features Intersected: MILL BRANCH, Facility Carried by Structure: BOBO SECTION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 69.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), 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)
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Structure Number: 15656, Location: 1 MI. E. BUTTER * EGG RD (Lat: 34.961925, Lng: -86.619367), Route carried "on" structure: County highway 142, Year Built: 1991, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 1,100 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 1,705 (year 2040), Design Load: HS 20, Features Intersected: COPELAND CREEK, Facility Carried by Structure: BOBO SECTION RD
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: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $815,000, Roadway Improvement Cost: $82,000, Total Project Cost: $897,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 15656, Location: 1 MI. E. BUTTER * EGG RD (Lat: 34.961925, Lng: -86.619367), Route carried "on" structure: County highway 142, Year Built: 1991, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 1,100 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 1,705 (year 2040), Design Load: HS 20, Features Intersected: COPELAND CREEK, Facility Carried by Structure: BOBO SECTION RD
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: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $815,000, Roadway Improvement Cost: $82,000, Total Project Cost: $897,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 18583, Location: WILSON MILL TO STATE PARK (Lat: 31.128528, Lng: -85.267558), Route carried "on" structure: County highway 24, Year Built: 2002, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 333 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2033), Design Load: HS 20, Features Intersected: WEBB CREEK, Facility Carried by Structure: LUCY GRADE 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: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $584,000, Roadway Improvement Cost: $58,000, Total Project Cost: $642,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 18583, Location: WILSON MILL TO STATE PARK (Lat: 31.128528, Lng: -85.267558), Route carried "on" structure: County highway 24, Year Built: 2002, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 333 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2033), Design Load: HS 20, Features Intersected: WEBB CREEK, Facility Carried by Structure: LUCY GRADE 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: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $584,000, Roadway Improvement Cost: $58,000, Total Project Cost: $642,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 18584, Location: 3.0 MI N LAMAR CO LINE (Lat: 34.103389, Lng: -88.138297), Route carried "on" structure: County highway 26, Year Built: 2003, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 255 (year 2001), Average Future Daily Traffic: 485 (year 2036), Design Load: HS 20, Features Intersected: SIPSEY CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.740, 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: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 79.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.89m (19.32ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2020, Underwater Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,211,000, Roadway Improvement Cost: $121,000, Total Project Cost: $1,332,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 18584, Location: 3.0 MI N LAMAR CO LINE (Lat: 34.103389, Lng: -88.138297), Route carried "on" structure: County highway 26, Year Built: 2003, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 255 (year 2001), Average Future Daily Traffic: 485 (year 2036), Design Load: HS 20, Features Intersected: SIPSEY CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.740, 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: 4, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 79.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.89m (19.32ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2020, Underwater Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,211,000, Roadway Improvement Cost: $121,000, Total Project Cost: $1,332,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 18586, Location: 3 MILES N LAMAR CO LINE (Lat: 34.103494, Lng: -88.134064), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 255 (year 2001), Average Future Daily Traffic: 485 (year 2036), Design Load: HS 20, Features Intersected: SIPSEY CREEK RELIEF, Facility Carried by Structure: COUNTY ROAD 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 79.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.6 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: Superior 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: May 2020, Bridge Improvement Cost: $942,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,036,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 18586, Location: 3 MILES N LAMAR CO LINE (Lat: 34.103494, Lng: -88.134064), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 255 (year 2001), Average Future Daily Traffic: 485 (year 2036), Design Load: HS 20, Features Intersected: SIPSEY CREEK RELIEF, Facility Carried by Structure: COUNTY ROAD 26
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 79.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.6 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: Superior 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: May 2020, Bridge Improvement Cost: $942,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,036,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 18771, Location: 6 MI S OF BROOKLYN RD (Lat: 31.252544, Lng: -86.597083), Route carried "on" structure: County highway 25, Year Built: 2003, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 180 (year 2002), Truck Traffic: 10%, Average Future Daily Traffic: 304 (year 2028), Design Load: HS 20, Features Intersected: SHADY BAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
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: 55.1 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: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $815,000, Roadway Improvement Cost: $82,000, Total Project Cost: $897,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 18771, Location: 6 MI S OF BROOKLYN RD (Lat: 31.252544, Lng: -86.597083), Route carried "on" structure: County highway 25, Year Built: 2003, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 180 (year 2002), Truck Traffic: 10%, Average Future Daily Traffic: 304 (year 2028), Design Load: HS 20, Features Intersected: SHADY BAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
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: 55.1 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: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $815,000, Roadway Improvement Cost: $82,000, Total Project Cost: $897,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 18917, Location: 7 MILES NORTH OF GANTT (Lat: 31.513047, Lng: -86.504236), Route carried "on" structure: County highway 59, Year Built: 2006, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 63 (year 2003), Average Future Daily Traffic: 101 (year 2033), Design Load: HS 20, Features Intersected: PATSALIGA CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 62.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $815,000, Roadway Improvement Cost: $82,000, Total Project Cost: $897,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18917, Location: 7 MILES NORTH OF GANTT (Lat: 31.513047, Lng: -86.504236), Route carried "on" structure: County highway 59, Year Built: 2006, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 63 (year 2003), Average Future Daily Traffic: 101 (year 2033), Design Load: HS 20, Features Intersected: PATSALIGA CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 62.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $815,000, Roadway Improvement Cost: $82,000, Total Project Cost: $897,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18918, Location: CO RD 37 TO US 231 (Lat: 31.066728, Lng: -85.368847), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 250 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 950 (year 2033), Design Load: HS 20, Features Intersected: DOUBLE BRIDGES CREEK, Facility Carried by Structure: D. HODGE ROAD
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: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), 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: Good, Operating Rating: 73.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.2 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: Equal to present desirable criteria, Length Of Structure Improvement: 5.11m (16.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $946,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,041,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 18918, Location: CO RD 37 TO US 231 (Lat: 31.066728, Lng: -85.368847), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 250 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 950 (year 2033), Design Load: HS 20, Features Intersected: DOUBLE BRIDGES CREEK, Facility Carried by Structure: D. HODGE ROAD
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: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), 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: Good, Operating Rating: 73.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.2 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: Equal to present desirable criteria, Length Of Structure Improvement: 5.11m (16.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $946,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,041,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 19053, Location: ????????????????????????? (Lat: 34.985417, Lng: -86.518092), Route carried "on" structure: County highway 249, Year Built: 2004, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 428 (year 2005), Average Future Daily Traffic: 640 (year 2035), Design Load: HS 20, Features Intersected: STEWART BRANCH, Facility Carried by Structure: GREENVILLE PIKE
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $405,000, Roadway Improvement Cost: $41,000, Total Project Cost: $446,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 19053, Location: ????????????????????????? (Lat: 34.985417, Lng: -86.518092), Route carried "on" structure: County highway 249, Year Built: 2004, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 428 (year 2005), Average Future Daily Traffic: 640 (year 2035), Design Load: HS 20, Features Intersected: STEWART BRANCH, Facility Carried by Structure: GREENVILLE PIKE
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $405,000, Roadway Improvement Cost: $41,000, Total Project Cost: $446,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 19177, Location: .5 MI.WEST OF HWY. 231-N? (Lat: 34.902731, Lng: -86.586989), Route carried "on" structure: County highway 137, Year Built: 2005, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 2,522 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 3,750 (year 2035), Design Load: HS 20, Features Intersected: BRIAR FORK CREK, Facility Carried by Structure: GRIMWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
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: 51.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.04m (42.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $3,219,000, Roadway Improvement Cost: $322,000, Total Project Cost: $3,541,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Epoxy
Structure Number: 19177, Location: .5 MI.WEST OF HWY. 231-N? (Lat: 34.902731, Lng: -86.586989), Route carried "on" structure: County highway 137, Year Built: 2005, Status: Open, Structure Length: 12.19m (39.99ft), Average Daily Traffic: 2,522 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 3,750 (year 2035), Design Load: HS 20, Features Intersected: BRIAR FORK CREK, Facility Carried by Structure: GRIMWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft)
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: 51.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.04m (42.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $3,219,000, Roadway Improvement Cost: $322,000, Total Project Cost: $3,541,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Epoxy
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Structure Number: 20377, Location: 1.1 MI E JCT FAS RT 45 04 (Lat: 34.976881, Lng: -86.630156), Route carried "on" structure: County highway 274, Year Built: 2010, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,196 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 1,455 (year 2040), Features Intersected: COPELAND CREEK, Facility Carried by Structure: ELKWOOD SECTION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 19.7 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2020, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $325,000, Roadway Improvement Cost: $33,000, Total Project Cost: $358,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20377, Location: 1.1 MI E JCT FAS RT 45 04 (Lat: 34.976881, Lng: -86.630156), Route carried "on" structure: County highway 274, Year Built: 2010, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,196 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 1,455 (year 2040), Features Intersected: COPELAND CREEK, Facility Carried by Structure: ELKWOOD SECTION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 19.7 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2020, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $325,000, Roadway Improvement Cost: $33,000, Total Project Cost: $358,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2046, Location: 0.3 MI W US HWY 231 (Lat: 34.960861, Lng: -86.571808), Route carried "on" structure: County highway 142, Year Built: 2010, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 150 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2041), Design Load: HS 20, Features Intersected: WEST FORK FLINT RIVER, Facility Carried by Structure: FLOOD LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.31m (10.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $567,000, Roadway Improvement Cost: $57,000, Total Project Cost: $624,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 2046, Location: 0.3 MI W US HWY 231 (Lat: 34.960861, Lng: -86.571808), Route carried "on" structure: County highway 142, Year Built: 2010, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 150 (year 1992), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2041), Design Load: HS 20, Features Intersected: WEST FORK FLINT RIVER, Facility Carried by Structure: FLOOD LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.31m (10.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $567,000, Roadway Improvement Cost: $57,000, Total Project Cost: $624,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 21573, Location: 1.2MI E JCT US 231 HWY (Lat: 34.961447, Lng: -86.551372), Route carried "on" structure: County highway 244, Year Built: 1957, Year Reconstructed: 2020, Status: Open, Structure Length: 17.02m (55.84ft), Average Daily Traffic: 1,949 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 2,338 (year 2035), Design Load: HS 20, Features Intersected: Flint River, Facility Carried by Structure: Carriger Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 9, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Satisfactory, Channel: Very good, Operating Rating: 70.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 17.75m (58.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $3,164,000, Roadway Improvement Cost: $316,000, Total Project Cost: $3,480,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21573, Location: 1.2MI E JCT US 231 HWY (Lat: 34.961447, Lng: -86.551372), Route carried "on" structure: County highway 244, Year Built: 1957, Year Reconstructed: 2020, Status: Open, Structure Length: 17.02m (55.84ft), Average Daily Traffic: 1,949 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 2,338 (year 2035), Design Load: HS 20, Features Intersected: Flint River, Facility Carried by Structure: Carriger Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.1m (26.6ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 9, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Satisfactory, Channel: Very good, Operating Rating: 70.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 17.75m (58.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $3,164,000, Roadway Improvement Cost: $316,000, Total Project Cost: $3,480,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place