Bridge Statistics for Reform, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 276ft / 84.0mTotal length
- $30,413,000Total costs
- 45,089Total average daily traffic
- 5,898Total average daily truck traffic
- 45,909Total future (year 2012) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Reform
- No street view available for this location
- New bridges - historical statistics
- 31920-1929
- 21930-1939
- 21940-1949
- 21950-1959
- 21960-1969
- 21970-1979
- 101980-1989
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 31930-1939
- 01940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 26.7%Very good
- 46.7%Good
- 13.3%Satisfactory
- 13.3%Fair
- Bridge Condition - Superstructure
- 26.7%Very good
- 26.7%Good
- 33.3%Satisfactory
- 6.7%Fair
- 6.7%Serious
- Bridge Condition - Substructure
- 26.7%Very good
- 26.7%Good
- 33.3%Satisfactory
- 6.7%Fair
- 6.7%Critical
- Bridge Condition - Channel
- 4.3%Very good
- 52.2%Good
- 39.1%Satisfactory
- 4.3%Fair
- Bridge Condition - Culverts
- 55.6%Good
- 33.3%Satisfactory
- 11.1%Fair
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Structure Number: 812, Location: 0.1 MI NORTH CO RT #28 (Lat: 33.388333, Lng: -88.058333), Route carried "on" structure: County highway 68, Year Built: 1930, Status: Closed, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 50 (year 1998), Average Future Daily Traffic: 50 (year 2012), Features Intersected: SOUTHRAIL RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Railroad, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Critical, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: November 1992, Other Special Inspection Date: November 1992, Bridge Improvement Cost: $667,000, Roadway Improvement Cost: $67,000, Total Project Cost: $734,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 812, Location: 0.1 MI NORTH CO RT #28 (Lat: 33.388333, Lng: -88.058333), Route carried "on" structure: County highway 68, Year Built: 1930, Status: Closed, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 50 (year 1998), Average Future Daily Traffic: 50 (year 2012), Features Intersected: SOUTHRAIL RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Railroad, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Critical, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: November 1992, Other Special Inspection Date: November 1992, Bridge Improvement Cost: $667,000, Roadway Improvement Cost: $67,000, Total Project Cost: $734,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 1935, Location: 4.3 MI S JCT US 82 (Lat: 33.325217, Lng: -88.041367), Route carried "on" structure: State highway 17, Year Built: 1939, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 2,587 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 3,340 (year 2040), Design Load: H 15, Features Intersected: Jennings Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 330.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.06m (6.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $381,000, Roadway Improvement Cost: $38,000, Total Project Cost: $419,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1935, Location: 4.3 MI S JCT US 82 (Lat: 33.325217, Lng: -88.041367), Route carried "on" structure: State highway 17, Year Built: 1939, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 2,587 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 3,340 (year 2040), Design Load: H 15, Features Intersected: Jennings Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 330.828, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.06m (6.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $381,000, Roadway Improvement Cost: $38,000, Total Project Cost: $419,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2517, Location: 1.5 MI N REFORM (Lat: 33.396017, Lng: -88.007867), Route carried "on" structure: State highway 17, Year Built: 1929, Year Reconstructed: 1941, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,274 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,515 (year 2040), Design Load: H 15, Features Intersected: Branch of Lubbub Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 339.815, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $422,000, Roadway Improvement Cost: $42,000, Total Project Cost: $464,000 ( Estimate for 2022)
Structure Number: 2517, Location: 1.5 MI N REFORM (Lat: 33.396017, Lng: -88.007867), Route carried "on" structure: State highway 17, Year Built: 1929, Year Reconstructed: 1941, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,274 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,515 (year 2040), Design Load: H 15, Features Intersected: Branch of Lubbub Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 339.815, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $422,000, Roadway Improvement Cost: $42,000, Total Project Cost: $464,000 ( Estimate for 2022)
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Structure Number: 2518, Location: 1.6 MI N OF REFORM (Lat: 33.396433, Lng: -88.007517), Route carried "on" structure: State highway 17, Year Built: 1929, Year Reconstructed: 1941, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,476 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,515 (year 2040), Design Load: H 15, Features Intersected: Trib. of Lubbub Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 339.873, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $342,000, Roadway Improvement Cost: $34,000, Total Project Cost: $376,000 ( Estimate for 2022)
Structure Number: 2518, Location: 1.6 MI N OF REFORM (Lat: 33.396433, Lng: -88.007517), Route carried "on" structure: State highway 17, Year Built: 1929, Year Reconstructed: 1941, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,476 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 2,515 (year 2040), Design Load: H 15, Features Intersected: Trib. of Lubbub Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 339.873, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $342,000, Roadway Improvement Cost: $34,000, Total Project Cost: $376,000 ( Estimate for 2022)
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Structure Number: 2519, Location: 3.8 MI N OF REFORM (Lat: 33.428200, Lng: -88.009050), Route carried "on" structure: State highway 17, Year Built: 1929, Year Reconstructed: 1941, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,618 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,960 (year 2040), Design Load: H 15, Features Intersected: LineBarger Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 343.490, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: Good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $269,000, Roadway Improvement Cost: $27,000, Total Project Cost: $296,000 ( Estimate for 2022)
Structure Number: 2519, Location: 3.8 MI N OF REFORM (Lat: 33.428200, Lng: -88.009050), Route carried "on" structure: State highway 17, Year Built: 1929, Year Reconstructed: 1941, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,618 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,960 (year 2040), Design Load: H 15, Features Intersected: LineBarger Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 343.490, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: Good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $269,000, Roadway Improvement Cost: $27,000, Total Project Cost: $296,000 ( Estimate for 2022)
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Structure Number: 2562, Location: 4.6 MI N REFORM (Lat: 33.438150, Lng: -88.005767), Route carried "on" structure: State highway 17, Year Built: 1941, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,618 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,535 (year 2040), Design Load: H 15, Features Intersected: Branch of Buttahatchee
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 344.664, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 34.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.05m (6.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $378,000, Roadway Improvement Cost: $38,000, Total Project Cost: $416,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2562, Location: 4.6 MI N REFORM (Lat: 33.438150, Lng: -88.005767), Route carried "on" structure: State highway 17, Year Built: 1941, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,618 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,535 (year 2040), Design Load: H 15, Features Intersected: Branch of Buttahatchee
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 344.664, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 7, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 34.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.05m (6.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $378,000, Roadway Improvement Cost: $38,000, Total Project Cost: $416,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2858, Location: 1.0 MI SOUTH US 82 (Lat: 33.342672, Lng: -87.960778), Route carried "on" structure: County highway 95, Year Built: 1945, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 10 (year 2014), Average Future Daily Traffic: 10 (year 2034), Design Load: H 10, Features Intersected: BEAR CREEK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, 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: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $194,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 2858, Location: 1.0 MI SOUTH US 82 (Lat: 33.342672, Lng: -87.960778), Route carried "on" structure: County highway 95, Year Built: 1945, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 10 (year 2014), Average Future Daily Traffic: 10 (year 2034), Design Load: H 10, Features Intersected: BEAR CREEK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, 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: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $176,000, Roadway Improvement Cost: $18,000, Total Project Cost: $194,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 5204, Location: 3.3 MI NORTH OF US #82 (Lat: 33.435769, Lng: -88.057981), Route carried "on" structure: County highway 27, Year Built: 1955, Status: Posted for load, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 200 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 300 (year 2034), Design Load: H 15, Features Intersected: COALFIRE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: 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: 0.1 - 9.9% below), Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $1,528,000, Roadway Improvement Cost: $153,000, Total Project Cost: $1,681,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5204, Location: 3.3 MI NORTH OF US #82 (Lat: 33.435769, Lng: -88.057981), Route carried "on" structure: County highway 27, Year Built: 1955, Status: Posted for load, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 200 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 300 (year 2034), Design Load: H 15, Features Intersected: COALFIRE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: 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: 0.1 - 9.9% below), Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $1,528,000, Roadway Improvement Cost: $153,000, Total Project Cost: $1,681,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 593, Location: 0.9 MI EAST OF JCT US 82 (Lat: 33.384417, Lng: -87.991897), Route carried "on" structure: County highway 49, Year Built: 1957, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 500 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 500 (year 2034), Design Load: HS 20, Features Intersected: GOOSE CREEK BRANCH
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: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $445,000, Roadway Improvement Cost: $45,000, Total Project Cost: $490,000 ( Estimate for 2022)
Structure Number: 593, Location: 0.9 MI EAST OF JCT US 82 (Lat: 33.384417, Lng: -87.991897), Route carried "on" structure: County highway 49, Year Built: 1957, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 500 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 500 (year 2034), Design Load: HS 20, Features Intersected: GOOSE CREEK BRANCH
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: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $445,000, Roadway Improvement Cost: $45,000, Total Project Cost: $490,000 ( Estimate for 2022)
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Structure Number: 8665, Location: 3.8 MI EAST OF JCT SR 17 (Lat: 33.442111, Lng: -87.972442), Route carried "on" structure: County highway 3, Year Built: 1965, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 300 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 350 (year 2028), Design Load: HS 20, Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 99.00m (324.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.6 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: 3.19m (10.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $572,000, Roadway Improvement Cost: $57,000, Total Project Cost: $629,000 ( Estimate for 2022)
Structure Number: 8665, Location: 3.8 MI EAST OF JCT SR 17 (Lat: 33.442111, Lng: -87.972442), Route carried "on" structure: County highway 3, Year Built: 1965, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 300 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 350 (year 2028), Design Load: HS 20, Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 99.00m (324.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.6 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: 3.19m (10.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $572,000, Roadway Improvement Cost: $57,000, Total Project Cost: $629,000 ( Estimate for 2022)
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Structure Number: 979, Location: 0.5 MI EAST OF CO RT #27 (Lat: 33.448908, Lng: -88.052817), Route carried "on" structure: County highway 146, Year Built: 1968, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 200 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 200 (year 2028), Design Load: HS 20, Features Intersected: BOARD TREE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 79.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $382,000, Roadway Improvement Cost: $38,000, Total Project Cost: $420,000 ( Estimate for 2022)
Structure Number: 979, Location: 0.5 MI EAST OF CO RT #27 (Lat: 33.448908, Lng: -88.052817), Route carried "on" structure: County highway 146, Year Built: 1968, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 200 (year 1998), Truck Traffic: 10%, Average Future Daily Traffic: 200 (year 2028), Design Load: HS 20, Features Intersected: BOARD TREE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 79.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $382,000, Roadway Improvement Cost: $38,000, Total Project Cost: $420,000 ( Estimate for 2022)
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Structure Number: 11694, Location: 0.2 MI EAST OF JCT SR #17 (Lat: 33.435278, Lng: -88.005278), Route carried "on" structure: County highway 133, Year Built: 1976, Year Reconstructed: 2000, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 75 (year 1998), Average Future Daily Traffic: 100 (year 2034), Design Load: H 15, Features Intersected: LITTLE LUBBUB CREEK
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.12m (10.24ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $470,000, Roadway Improvement Cost: $47,000, Total Project Cost: $517,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 11694, Location: 0.2 MI EAST OF JCT SR #17 (Lat: 33.435278, Lng: -88.005278), Route carried "on" structure: County highway 133, Year Built: 1976, Year Reconstructed: 2000, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 75 (year 1998), Average Future Daily Traffic: 100 (year 2034), Design Load: H 15, Features Intersected: LITTLE LUBBUB CREEK
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.12m (10.24ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $470,000, Roadway Improvement Cost: $47,000, Total Project Cost: $517,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11843, Location: 0.6 MI E OF JCT SR 17 (Lat: 33.328131, Lng: -88.024039), Route carried "on" structure: County highway 77, Year Built: 1977, Status: Open, Structure Length: 12.05m (39.53ft), Average Daily Traffic: 300 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 350 (year 2028), Design Load: H 15, Features Intersected: LUBBUB CREEK
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), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 20, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 12.90m (42.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $2,388,000, Roadway Improvement Cost: $239,000, Total Project Cost: $2,627,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 11843, Location: 0.6 MI E OF JCT SR 17 (Lat: 33.328131, Lng: -88.024039), Route carried "on" structure: County highway 77, Year Built: 1977, Status: Open, Structure Length: 12.05m (39.53ft), Average Daily Traffic: 300 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 350 (year 2028), Design Load: H 15, Features Intersected: LUBBUB CREEK
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), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 20, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 12.90m (42.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $2,388,000, Roadway Improvement Cost: $239,000, Total Project Cost: $2,627,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 12348, Location: 1.0 MI E OF SR RT 17 (Lat: 33.408594, Lng: -87.996178), Route carried "on" structure: County highway 3, Year Built: 1980, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 300 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 325 (year 2028), Design Load: H 20, Features Intersected: KYLES BRANCH
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: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $653,000, Roadway Improvement Cost: $65,000, Total Project Cost: $718,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12348, Location: 1.0 MI E OF SR RT 17 (Lat: 33.408594, Lng: -87.996178), Route carried "on" structure: County highway 3, Year Built: 1980, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 300 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 325 (year 2028), Design Load: H 20, Features Intersected: KYLES BRANCH
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: 5, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $653,000, Roadway Improvement Cost: $65,000, Total Project Cost: $718,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12358, Location: Coal Fire (Lat: 33.404700, Lng: -88.095014), Route carried "on" structure: US 82, Year Built: 1980, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 5,981 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 3,962 (year 2041), Design Load: HS 20, Features Intersected: Coal Fire Creek Relief, Facility Carried by Structure: AL-6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.709, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.29m (23.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $2,149,000, Roadway Improvement Cost: $215,000, Total Project Cost: $2,364,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12358, Location: Coal Fire (Lat: 33.404700, Lng: -88.095014), Route carried "on" structure: US 82, Year Built: 1980, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 5,981 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 3,962 (year 2041), Design Load: HS 20, Features Intersected: Coal Fire Creek Relief, Facility Carried by Structure: AL-6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.709, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.29m (23.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $2,149,000, Roadway Improvement Cost: $215,000, Total Project Cost: $2,364,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12359, Location: Coal Fire (Lat: 33.404767, Lng: -88.093000), Route carried "on" structure: US 82, Year Built: 1980, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 5,981 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 3,962 (year 2041), Design Load: HS 20, Features Intersected: Coal Fire Creek Relief, Facility Carried by Structure: AL-6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.709, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.9 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.29m (23.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $2,149,000, Roadway Improvement Cost: $215,000, Total Project Cost: $2,364,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12359, Location: Coal Fire (Lat: 33.404767, Lng: -88.093000), Route carried "on" structure: US 82, Year Built: 1980, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 5,981 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 3,962 (year 2041), Design Load: HS 20, Features Intersected: Coal Fire Creek Relief, Facility Carried by Structure: AL-6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.709, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.9 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.29m (23.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $2,149,000, Roadway Improvement Cost: $215,000, Total Project Cost: $2,364,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1236, Location: 1.1 MI W of Reform (Lat: 33.387500, Lng: -88.033278), Route carried "on" structure: US 82, Year Built: 1980, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 7,158 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 8,688 (year 2033), Design Load: HS 20, Features Intersected: Branch, Facility Carried by Structure: AL-6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.720, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 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: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,310,000, Roadway Improvement Cost: $131,000, Total Project Cost: $1,441,000 ( Estimate for 2022)
Structure Number: 1236, Location: 1.1 MI W of Reform (Lat: 33.387500, Lng: -88.033278), Route carried "on" structure: US 82, Year Built: 1980, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 7,158 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 8,688 (year 2033), Design Load: HS 20, Features Intersected: Branch, Facility Carried by Structure: AL-6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.720, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 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: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,310,000, Roadway Improvement Cost: $131,000, Total Project Cost: $1,441,000 ( Estimate for 2022)
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Structure Number: 12556, Location: Reform (Lat: 33.376267, Lng: -88.018683), Route carried "on" structure: State highway 17, Year Built: 1981, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 3,160 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,075 (year 2040), Design Load: HS 20, Features Intersected: Town Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 337.161, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.37m (7.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,914,000, Roadway Improvement Cost: $191,000, Total Project Cost: $2,105,000 ( Estimate for 2022)
Structure Number: 12556, Location: Reform (Lat: 33.376267, Lng: -88.018683), Route carried "on" structure: State highway 17, Year Built: 1981, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 3,160 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,075 (year 2040), Design Load: HS 20, Features Intersected: Town Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 337.161, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.37m (7.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $1,914,000, Roadway Improvement Cost: $191,000, Total Project Cost: $2,105,000 ( Estimate for 2022)
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Structure Number: 12818, Location: 1.8 MI NORTH OF SR 86 (Lat: 33.299378, Lng: -88.008600), Route carried "on" structure: County highway 80, Year Built: 1982, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 50 (year 1998), Average Future Daily Traffic: 100 (year 2034), Design Load: HS 15, Features Intersected: LITTLE LUBBUB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $31,000, Total Project Cost: $344,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12818, Location: 1.8 MI NORTH OF SR 86 (Lat: 33.299378, Lng: -88.008600), Route carried "on" structure: County highway 80, Year Built: 1982, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 50 (year 1998), Average Future Daily Traffic: 100 (year 2034), Design Load: HS 15, Features Intersected: LITTLE LUBBUB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $31,000, Total Project Cost: $344,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14272, Location: 0.7 MI EAST OF CO RT #3 (Lat: 33.400000, Lng: -87.976342), Route carried "on" structure: County highway 134, Year Built: 1987, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 50 (year 1998), Average Future Daily Traffic: 75 (year 2028), Design Load: HS 20, Features Intersected: LUBBUB CREEK
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: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 56.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $912,000, Roadway Improvement Cost: $91,000, Total Project Cost: $1,003,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 14272, Location: 0.7 MI EAST OF CO RT #3 (Lat: 33.400000, Lng: -87.976342), Route carried "on" structure: County highway 134, Year Built: 1987, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 50 (year 1998), Average Future Daily Traffic: 75 (year 2028), Design Load: HS 20, Features Intersected: LUBBUB CREEK
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: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 56.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $912,000, Roadway Improvement Cost: $91,000, Total Project Cost: $1,003,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 14273, Location: 0.9 MI EAST OF CO RT #3 (Lat: 33.411867, Lng: -87.974444), Route carried "on" structure: County highway 134, Year Built: 1987, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 50 (year 1998), Average Future Daily Traffic: 75 (year 2028), Design Load: HS 20, Features Intersected: LUBBUB SLOUGH
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: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 minimum criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $912,000, Roadway Improvement Cost: $91,000, Total Project Cost: $1,003,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 14273, Location: 0.9 MI EAST OF CO RT #3 (Lat: 33.411867, Lng: -87.974444), Route carried "on" structure: County highway 134, Year Built: 1987, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 50 (year 1998), Average Future Daily Traffic: 75 (year 2028), Design Load: HS 20, Features Intersected: LUBBUB SLOUGH
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: 4, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 minimum criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $912,000, Roadway Improvement Cost: $91,000, Total Project Cost: $1,003,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 14509, Location: 1.0 MI E of Reform (Lat: 33.374092, Lng: -88.003867), Route carried "on" structure: US 82, Year Built: 1988, Status: Open, Structure Length: 13.78m (45.21ft), Average Daily Traffic: 10,041 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 10,772 (year 2041), Design Load: HS 20, Features Intersected: Lubbub Creek, Facility Carried by Structure: AL-6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.760, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 desirable criteria, Length Of Structure Improvement: 14.58m (47.83ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2021, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $7,598,000, Roadway Improvement Cost: $760,000, Total Project Cost: $8,358,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14509, Location: 1.0 MI E of Reform (Lat: 33.374092, Lng: -88.003867), Route carried "on" structure: US 82, Year Built: 1988, Status: Open, Structure Length: 13.78m (45.21ft), Average Daily Traffic: 10,041 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 10,772 (year 2041), Design Load: HS 20, Features Intersected: Lubbub Creek, Facility Carried by Structure: AL-6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.760, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 desirable criteria, Length Of Structure Improvement: 14.58m (47.83ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2021, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $7,598,000, Roadway Improvement Cost: $760,000, Total Project Cost: $8,358,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14637, Location: 0.8 MI E OF CO RT #3 (Lat: 33.412778, Lng: -87.974981), Route carried "on" structure: County highway 134, Year Built: 1988, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 50 (year 1998), Average Future Daily Traffic: 75 (year 2028), Design Load: HS 20, Features Intersected: RELIEF OF LUBBUB CREEK
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: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 75.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $706,000, Roadway Improvement Cost: $71,000, Total Project Cost: $777,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 14637, Location: 0.8 MI E OF CO RT #3 (Lat: 33.412778, Lng: -87.974981), Route carried "on" structure: County highway 134, Year Built: 1988, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 50 (year 1998), Average Future Daily Traffic: 75 (year 2028), Design Load: HS 20, Features Intersected: RELIEF OF LUBBUB CREEK
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: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 75.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $706,000, Roadway Improvement Cost: $71,000, Total Project Cost: $777,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 19528, Location: 0.2 MILES EAST OF CR#49 (Lat: 33.383425, Lng: -87.990144), Route carried "on" structure: County highway 260, Year Built: 2005, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 60 (year 2005), Average Future Daily Traffic: 75 (year 2029), Design Load: HS 20, Features Intersected: GOOSE CREEK, Facility Carried by Structure: LANGDON WOODS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.31m (10.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $612,000, Roadway Improvement Cost: $61,000, Total Project Cost: $673,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 19528, Location: 0.2 MILES EAST OF CR#49 (Lat: 33.383425, Lng: -87.990144), Route carried "on" structure: County highway 260, Year Built: 2005, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 60 (year 2005), Average Future Daily Traffic: 75 (year 2029), Design Load: HS 20, Features Intersected: GOOSE CREEK, Facility Carried by Structure: LANGDON WOODS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.31m (10.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $612,000, Roadway Improvement Cost: $61,000, Total Project Cost: $673,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels