Bridge Statistics for Anderson, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 102ft / 30.5mTotal length
- $10,748,000Total costs
- 7,538Total average daily traffic
- 596Total average daily truck traffic
- 10,883Total future (year 2028) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Anderson
- No street view available for this location
- New bridges - historical statistics
- 71930-1939
- 21940-1949
- 11950-1959
- 11970-1979
- 11980-1989
- 22000-2009
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 11980-1989
- Bridge Condition - Deck
- 18.2%Good
- 18.2%Satisfactory
- 54.5%Fair
- 9.1%Poor
- Bridge Condition - Superstructure
- 18.2%Good
- 18.2%Satisfactory
- 45.5%Fair
- 18.2%Poor
- Bridge Condition - Substructure
- 9.1%Very good
- 9.1%Satisfactory
- 72.7%Fair
- 9.1%Serious
- Bridge Condition - Channel
- 11.1%Very good
- 61.1%Good
- 27.8%Satisfactory
- Bridge Condition - Culverts
- 14.3%Excellent
- 57.1%Very good
- 28.6%Good
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Structure Number: 1377, Location: 0.3 MI E INT CO 134 (Lat: 34.988953, Lng: -87.276717), Route carried "on" structure: County highway 510, Year Built: 1936, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 25 (year 1989), Average Future Daily Traffic: 50 (year 2031), Features Intersected: WEST FORK ANDERSON CREEK, Facility Carried by Structure: UNPAVED RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Serious, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $188,000, Roadway Improvement Cost: $19,000, Total Project Cost: $207,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1377, Location: 0.3 MI E INT CO 134 (Lat: 34.988953, Lng: -87.276717), Route carried "on" structure: County highway 510, Year Built: 1936, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 25 (year 1989), Average Future Daily Traffic: 50 (year 2031), Features Intersected: WEST FORK ANDERSON CREEK, Facility Carried by Structure: UNPAVED RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Serious, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: January 2021, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $188,000, Roadway Improvement Cost: $19,000, Total Project Cost: $207,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1459, Location: 1 MI W INT SR 207 (Lat: 34.914303, Lng: -87.285811), Route carried "on" structure: County highway 50, Year Built: 1936, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 600 (year 2001), Truck Traffic: 10%, Average Future Daily Traffic: 892 (year 2031), Features Intersected: FIRST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 12.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $232,000, Roadway Improvement Cost: $23,000, Total Project Cost: $255,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1459, Location: 1 MI W INT SR 207 (Lat: 34.914303, Lng: -87.285811), Route carried "on" structure: County highway 50, Year Built: 1936, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 600 (year 2001), Truck Traffic: 10%, Average Future Daily Traffic: 892 (year 2031), Features Intersected: FIRST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 12.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $232,000, Roadway Improvement Cost: $23,000, Total Project Cost: $255,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1537, Location: 0.1 MI W CO 86 (Lat: 34.874997, Lng: -87.260458), Route carried "on" structure: County highway 552, Year Built: 1937, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 15 (year 1989), Average Future Daily Traffic: 30 (year 2028), Features Intersected: HURRICANE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $25,000, Total Project Cost: $275,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1537, Location: 0.1 MI W CO 86 (Lat: 34.874997, Lng: -87.260458), Route carried "on" structure: County highway 552, Year Built: 1937, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 15 (year 1989), Average Future Daily Traffic: 30 (year 2028), Features Intersected: HURRICANE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $25,000, Total Project Cost: $275,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1588, Location: 2.3 MI N INT SR 207 (Lat: 34.959222, Lng: -87.273883), Route carried "on" structure: County highway 49, Year Built: 1937, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 180 (year 1989), Truck Traffic: 10%, Average Future Daily Traffic: 360 (year 2032), Features Intersected: MIDDLE FORK 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), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 12.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: > 39.9% below), Length Of Structure Improvement: 1.84m (6.04ft), 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: $264,000, Roadway Improvement Cost: $26,000, Total Project Cost: $290,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1588, Location: 2.3 MI N INT SR 207 (Lat: 34.959222, Lng: -87.273883), Route carried "on" structure: County highway 49, Year Built: 1937, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 180 (year 1989), Truck Traffic: 10%, Average Future Daily Traffic: 360 (year 2032), Features Intersected: MIDDLE FORK 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), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 12.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: > 39.9% below), Length Of Structure Improvement: 1.84m (6.04ft), 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: $264,000, Roadway Improvement Cost: $26,000, Total Project Cost: $290,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 159, Location: 0.3 MI E CO 89 (Lat: 34.909975, Lng: -87.314278), Route carried "on" structure: County highway 50, Year Built: 1937, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 235 (year 1989), Truck Traffic: 10%, Average Future Daily Traffic: 470 (year 2031), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 12.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 9.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $238,000, Roadway Improvement Cost: $24,000, Total Project Cost: $262,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 159, Location: 0.3 MI E CO 89 (Lat: 34.909975, Lng: -87.314278), Route carried "on" structure: County highway 50, Year Built: 1937, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 235 (year 1989), Truck Traffic: 10%, Average Future Daily Traffic: 470 (year 2031), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 12.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 9.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $238,000, Roadway Improvement Cost: $24,000, Total Project Cost: $262,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16, Location: 2.4 MI E INT SR 207 (Lat: 34.922683, Lng: -87.224269), Route carried "on" structure: County highway 56, Year Built: 1937, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 140 (year 1989), Truck Traffic: 10%, Average Future Daily Traffic: 280 (year 2031), Features Intersected: DEERLICK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.20m (7.22ft), 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: $272,000, Roadway Improvement Cost: $27,000, Total Project Cost: $299,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16, Location: 2.4 MI E INT SR 207 (Lat: 34.922683, Lng: -87.224269), Route carried "on" structure: County highway 56, Year Built: 1937, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 140 (year 1989), Truck Traffic: 10%, Average Future Daily Traffic: 280 (year 2031), Features Intersected: DEERLICK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.20m (7.22ft), 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: $272,000, Roadway Improvement Cost: $27,000, Total Project Cost: $299,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2848, Location: 6 MI E JCT SR64 & SR101 (Lat: 34.975083, Lng: -87.269833), Route carried "on" structure: State highway 64, Year Built: 1945, Year Reconstructed: 1993, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,110 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,522 (year 2033), Design Load: H 15, Features Intersected: SPRING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.481, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $416,000, Roadway Improvement Cost: $42,000, Total Project Cost: $458,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2848, Location: 6 MI E JCT SR64 & SR101 (Lat: 34.975083, Lng: -87.269833), Route carried "on" structure: State highway 64, Year Built: 1945, Year Reconstructed: 1993, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,110 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,522 (year 2033), Design Load: H 15, Features Intersected: SPRING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.481, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $416,000, Roadway Improvement Cost: $42,000, Total Project Cost: $458,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2985, Location: 9.4 MI N. OF ELK RIVER (Lat: 34.946667, Lng: -87.208333), Route carried "on" structure: State highway 99, Year Built: 1937, Year Reconstructed: 1947, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 590 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 795 (year 2033), Design Load: H 15, Features Intersected: DRY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.356, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.8m (9.2ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, 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: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $311,000, Roadway Improvement Cost: $31,000, Total Project Cost: $342,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2985, Location: 9.4 MI N. OF ELK RIVER (Lat: 34.946667, Lng: -87.208333), Route carried "on" structure: State highway 99, Year Built: 1937, Year Reconstructed: 1947, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 590 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 795 (year 2033), Design Load: H 15, Features Intersected: DRY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.356, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.8m (9.2ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, 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: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $311,000, Roadway Improvement Cost: $31,000, Total Project Cost: $342,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3115, Location: 50 FT N SR 207 (Lat: 34.930303, Lng: -87.260525), Route carried "on" structure: County highway 93, Year Built: 1947, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 180 (year 1989), Truck Traffic: 10%, Average Future Daily Traffic: 360 (year 2030), Features Intersected: ANDERSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.9m (32.5ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.88m (12.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $585,000, Roadway Improvement Cost: $59,000, Total Project Cost: $644,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3115, Location: 50 FT N SR 207 (Lat: 34.930303, Lng: -87.260525), Route carried "on" structure: County highway 93, Year Built: 1947, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 180 (year 1989), Truck Traffic: 10%, Average Future Daily Traffic: 360 (year 2030), Features Intersected: ANDERSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.9m (32.5ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.88m (12.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $585,000, Roadway Improvement Cost: $59,000, Total Project Cost: $644,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 599, Location: 0.2 MI East CO 89 (Lat: 34.887944, Lng: -87.315725), Route carried "on" structure: County highway 76, Year Built: 1957, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 320 (year 2001), Truck Traffic: 10%, Average Future Daily Traffic: 476 (year 2031), Design Load: H 15, Features Intersected: BRANCH
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: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.38m (4.53ft), 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: $236,000, Roadway Improvement Cost: $24,000, Total Project Cost: $260,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 599, Location: 0.2 MI East CO 89 (Lat: 34.887944, Lng: -87.315725), Route carried "on" structure: County highway 76, Year Built: 1957, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 320 (year 2001), Truck Traffic: 10%, Average Future Daily Traffic: 476 (year 2031), Design Load: H 15, Features Intersected: BRANCH
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: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.38m (4.53ft), 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: $236,000, Roadway Improvement Cost: $24,000, Total Project Cost: $260,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1203, Location: .1 M E INT CO 50 * AL 207 (Lat: 34.920828, Lng: -87.271372), Route carried "on" structure: County highway 50, Year Built: 1978, Status: Open, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 150 (year 1989), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2030), Features Intersected: ANDERSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 66.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: Equal to present minimum criteria, Length Of Structure Improvement: 2.24m (7.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $465,000, Roadway Improvement Cost: $47,000, Total Project Cost: $512,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1203, Location: .1 M E INT CO 50 * AL 207 (Lat: 34.920828, Lng: -87.271372), Route carried "on" structure: County highway 50, Year Built: 1978, Status: Open, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 150 (year 1989), Truck Traffic: 10%, Average Future Daily Traffic: 300 (year 2030), Features Intersected: ANDERSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 66.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: Equal to present minimum criteria, Length Of Structure Improvement: 2.24m (7.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $465,000, Roadway Improvement Cost: $47,000, Total Project Cost: $512,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13028, Location: 0.1 MI. W. ALA 207 (Lat: 34.928564, Lng: -87.266653), Route carried "on" structure: County highway 52, Year Built: 1983, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 320 (year 1989), Truck Traffic: 10%, Average Future Daily Traffic: 640 (year 2030), Design Load: H 20, Features Intersected: ANDERSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.1 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: Equal to present minimum criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $477,000, Roadway Improvement Cost: $48,000, Total Project Cost: $525,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13028, Location: 0.1 MI. W. ALA 207 (Lat: 34.928564, Lng: -87.266653), Route carried "on" structure: County highway 52, Year Built: 1983, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 320 (year 1989), Truck Traffic: 10%, Average Future Daily Traffic: 640 (year 2030), Design Load: H 20, Features Intersected: ANDERSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.1 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: Equal to present minimum criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $477,000, Roadway Improvement Cost: $48,000, Total Project Cost: $525,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1747, Location: 6.6 M N JCT SR207 & SR 2 (Lat: 34.916858, Lng: -87.270928), Route carried "on" structure: State highway 207, Year Built: 2000, Status: Open, Structure Length: 6.09m (19.98ft), Average Daily Traffic: 2,580 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 3,148 (year 2033), Design Load: HS 20, Features Intersected: ANDERSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.625, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 71.7 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.13m (23.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,102,000, Roadway Improvement Cost: $210,000, Total Project Cost: $2,312,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1747, Location: 6.6 M N JCT SR207 & SR 2 (Lat: 34.916858, Lng: -87.270928), Route carried "on" structure: State highway 207, Year Built: 2000, Status: Open, Structure Length: 6.09m (19.98ft), Average Daily Traffic: 2,580 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 3,148 (year 2033), Design Load: HS 20, Features Intersected: ANDERSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.625, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 71.7 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.13m (23.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,102,000, Roadway Improvement Cost: $210,000, Total Project Cost: $2,312,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20273, Location: 0.7 MI W AL 207 (Lat: 34.898700, Lng: -87.289128), Route carried "on" structure: County highway 533, Year Built: 2009, Status: Open, Structure Length: 1.45m (4.76ft), Average Daily Traffic: 218 (year 2001), Average Future Daily Traffic: 260 (year 2029), Design Load: HS 20, Features Intersected: 1ST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 64.9 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $356,000, Roadway Improvement Cost: $36,000, Total Project Cost: $392,000 ( Estimate for 2022)
Structure Number: 20273, Location: 0.7 MI W AL 207 (Lat: 34.898700, Lng: -87.289128), Route carried "on" structure: County highway 533, Year Built: 2009, Status: Open, Structure Length: 1.45m (4.76ft), Average Daily Traffic: 218 (year 2001), Average Future Daily Traffic: 260 (year 2029), Design Load: HS 20, Features Intersected: 1ST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 64.9 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $356,000, Roadway Improvement Cost: $36,000, Total Project Cost: $392,000 ( Estimate for 2022)
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Structure Number: 20392, Location: 1 MI W ST RT 207 (Lat: 34.887564, Lng: -87.299147), Route carried "on" structure: County highway 76, Year Built: 2010, Status: Open, Structure Length: 2.17m (7.12ft), Average Daily Traffic: 292 (year 2001), Truck Traffic: 10%, Average Future Daily Traffic: 434 (year 2032), Design Load: HS 20, Features Intersected: 1ST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 64.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.97m (9.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $583,000, Roadway Improvement Cost: $58,000, Total Project Cost: $641,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20392, Location: 1 MI W ST RT 207 (Lat: 34.887564, Lng: -87.299147), Route carried "on" structure: County highway 76, Year Built: 2010, Status: Open, Structure Length: 2.17m (7.12ft), Average Daily Traffic: 292 (year 2001), Truck Traffic: 10%, Average Future Daily Traffic: 434 (year 2032), Design Load: HS 20, Features Intersected: 1ST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 64.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.97m (9.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $583,000, Roadway Improvement Cost: $58,000, Total Project Cost: $641,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20644, Location: 150 FT.N HWY 207 (Lat: 34.930000, Lng: -87.263333), Route carried "on" structure: County highway 49, Year Built: 2013, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 217 (year 2001), Average Future Daily Traffic: 322 (year 2033), Features Intersected: BRANCH
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: 4, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Good, Culverts: Excellent, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.54m (8.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $558,000, Roadway Improvement Cost: $56,000, Total Project Cost: $614,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20644, Location: 150 FT.N HWY 207 (Lat: 34.930000, Lng: -87.263333), Route carried "on" structure: County highway 49, Year Built: 2013, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 217 (year 2001), Average Future Daily Traffic: 322 (year 2033), Features Intersected: BRANCH
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: 4, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Good, Culverts: Excellent, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.54m (8.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $558,000, Roadway Improvement Cost: $56,000, Total Project Cost: $614,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 21015, Location: .5 mi. S. of int SR 64 (Lat: 34.966714, Lng: -87.288467), Route carried "on" structure: County highway 49, Year Built: 2016, Status: Open, Structure Length: 2.27m (7.45ft), Average Daily Traffic: 190 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 282 (year 2035), Design Load: HS 20, Features Intersected: Corn Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 76.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.09m (10.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,321,000, Roadway Improvement Cost: $132,000, Total Project Cost: $1,453,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21015, Location: .5 mi. S. of int SR 64 (Lat: 34.966714, Lng: -87.288467), Route carried "on" structure: County highway 49, Year Built: 2016, Status: Open, Structure Length: 2.27m (7.45ft), Average Daily Traffic: 190 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 282 (year 2035), Design Load: HS 20, Features Intersected: Corn Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 76.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.09m (10.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,321,000, Roadway Improvement Cost: $132,000, Total Project Cost: $1,453,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21016, Location: .8 mi. E. of co 95 (Lat: 34.908183, Lng: -87.241058), Route carried "on" structure: County highway 52, Year Built: 2016, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 176 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 262 (year 2035), Design Load: HS 20, Features Intersected: Deerlick Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $915,000, Roadway Improvement Cost: $92,000, Total Project Cost: $1,007,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21016, Location: .8 mi. E. of co 95 (Lat: 34.908183, Lng: -87.241058), Route carried "on" structure: County highway 52, Year Built: 2016, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 176 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 262 (year 2035), Design Load: HS 20, Features Intersected: Deerlick Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $915,000, Roadway Improvement Cost: $92,000, Total Project Cost: $1,007,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place