Bridge Statistics for Bear Creek, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 210ft / 64.1mTotal length
- $19,491,000Total costs
- 17,095Total average daily traffic
- 2,335Total average daily truck traffic
- 23,734Total future (year 2033) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Bear Creek
- No street view available for this location
- New bridges - historical statistics
- 41900-1909
- 11940-1949
- 21950-1959
- 11960-1969
- 31970-1979
- 11980-1989
- 41990-1999
- 22000-2009
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 21950-1959
- 11960-1969
- 11970-1979
- Bridge Condition - Deck
- 40.0%Good
- 40.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Superstructure
- 10.0%Very good
- 50.0%Good
- 40.0%Satisfactory
- Bridge Condition - Substructure
- 20.0%Very good
- 40.0%Good
- 30.0%Satisfactory
- 10.0%Fair
- Bridge Condition - Channel
- 17.6%Very good
- 35.3%Good
- 41.2%Satisfactory
- 5.9%Fair
- Bridge Condition - Culverts
- 25.0%Good
- 75.0%Satisfactory
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Structure Number: 2739, Location: 4 MI N JCT US 278 (Lat: 34.188083, Lng: -87.732056), Route carried "on" structure: State highway 241, Year Built: 1942, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 780 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 933 (year 2041), Design Load: H 15, Features Intersected: Wileys Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.906, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: Equal to present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $420,000, Roadway Improvement Cost: $42,000, Total Project Cost: $462,000 ( Estimate for 2022)
Structure Number: 2739, Location: 4 MI N JCT US 278 (Lat: 34.188083, Lng: -87.732056), Route carried "on" structure: State highway 241, Year Built: 1942, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 780 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 933 (year 2041), Design Load: H 15, Features Intersected: Wileys Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.906, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: Equal to present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $420,000, Roadway Improvement Cost: $42,000, Total Project Cost: $462,000 ( Estimate for 2022)
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Structure Number: 4496, Location: 600 FT EAST OF ST RD 241 (Lat: 34.186889, Lng: -87.730750), Route carried "on" structure: County highway 48, Year Built: 1900, Year Reconstructed: 1953, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 275 (year 2001), Truck Traffic: 20%, Average Future Daily Traffic: 395 (year 2035), Design Load: HS 15, Features Intersected: Wiley 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: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 43.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $40,000, Total Project Cost: $440,000 ( Estimate for 2022)
Structure Number: 4496, Location: 600 FT EAST OF ST RD 241 (Lat: 34.186889, Lng: -87.730750), Route carried "on" structure: County highway 48, Year Built: 1900, Year Reconstructed: 1953, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 275 (year 2001), Truck Traffic: 20%, Average Future Daily Traffic: 395 (year 2035), Design Load: HS 15, Features Intersected: Wiley 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: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 43.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $40,000, Total Project Cost: $440,000 ( Estimate for 2022)
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Structure Number: 4497, Location: 1 MILE EAST OF ST RD 241 (Lat: 34.184675, Lng: -87.715644), Route carried "on" structure: County highway 48, Year Built: 1953, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 270 (year 2001), Truck Traffic: 20%, Average Future Daily Traffic: 529 (year 2035), Design Load: H 15, Features Intersected: West Branch Buttahatchee
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: 16.2m (53.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.0 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.07m (13.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $697,000, Roadway Improvement Cost: $70,000, Total Project Cost: $767,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4497, Location: 1 MILE EAST OF ST RD 241 (Lat: 34.184675, Lng: -87.715644), Route carried "on" structure: County highway 48, Year Built: 1953, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 270 (year 2001), Truck Traffic: 20%, Average Future Daily Traffic: 529 (year 2035), Design Load: H 15, Features Intersected: West Branch Buttahatchee
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: 16.2m (53.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.0 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.07m (13.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $697,000, Roadway Improvement Cost: $70,000, Total Project Cost: $767,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 5697, Location: 3 MILES WEST WINSTON CO L (Lat: 34.210056, Lng: -87.687750), Route carried "on" structure: County highway 34, Year Built: 1900, Year Reconstructed: 1957, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 260 (year 2001), Truck Traffic: 20%, Average Future Daily Traffic: 559 (year 2035), Design Load: H 15, Features Intersected: NORTH FORK BUTT RIVER
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: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.8 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: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $280,000, Roadway Improvement Cost: $28,000, Total Project Cost: $308,000 ( Estimate for 2022)
Structure Number: 5697, Location: 3 MILES WEST WINSTON CO L (Lat: 34.210056, Lng: -87.687750), Route carried "on" structure: County highway 34, Year Built: 1900, Year Reconstructed: 1957, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 260 (year 2001), Truck Traffic: 20%, Average Future Daily Traffic: 559 (year 2035), Design Load: H 15, Features Intersected: NORTH FORK BUTT RIVER
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: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.8 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: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $280,000, Roadway Improvement Cost: $28,000, Total Project Cost: $308,000 ( Estimate for 2022)
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Structure Number: 6075, Location: 5 MILES SE OF HACKLEBURG (Lat: 34.239611, Lng: -87.757639), Route carried "on" structure: County highway 12, Year Built: 1900, Year Reconstructed: 1958, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 160 (year 2001), Truck Traffic: 10%, Average Future Daily Traffic: 314 (year 2035), Design Load: H 15, Features Intersected: Bush Creek
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: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 38.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $24,000, Total Project Cost: $264,000 ( Estimate for 2022)
Structure Number: 6075, Location: 5 MILES SE OF HACKLEBURG (Lat: 34.239611, Lng: -87.757639), Route carried "on" structure: County highway 12, Year Built: 1900, Year Reconstructed: 1958, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 160 (year 2001), Truck Traffic: 10%, Average Future Daily Traffic: 314 (year 2035), Design Load: H 15, Features Intersected: Bush Creek
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: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 38.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $24,000, Total Project Cost: $264,000 ( Estimate for 2022)
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Structure Number: 6416, Location: 11 MI N JCT US 278 (Lat: 34.276944, Lng: -87.719167), Route carried "on" structure: State highway 241, Year Built: 1958, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 750 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 897 (year 2041), Design Load: H 15, Features Intersected: Bear Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.791, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,250,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,375,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6416, Location: 11 MI N JCT US 278 (Lat: 34.276944, Lng: -87.719167), Route carried "on" structure: State highway 241, Year Built: 1958, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 750 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 897 (year 2041), Design Load: H 15, Features Intersected: Bear Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.791, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 7.92m (25.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,250,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,375,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11024, Location: 0.5 MILE NORTH JCT NO 48 (Lat: 34.191464, Lng: -87.698742), Route carried "on" structure: County highway 145, Year Built: 1974, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 55 (year 2001), Average Future Daily Traffic: 108 (year 2035), Design Load: H 15, Features Intersected: West Branch Buttahatchee
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $507,000, Roadway Improvement Cost: $51,000, Total Project Cost: $558,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 11024, Location: 0.5 MILE NORTH JCT NO 48 (Lat: 34.191464, Lng: -87.698742), Route carried "on" structure: County highway 145, Year Built: 1974, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 55 (year 2001), Average Future Daily Traffic: 108 (year 2035), Design Load: H 15, Features Intersected: West Branch Buttahatchee
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $507,000, Roadway Improvement Cost: $51,000, Total Project Cost: $558,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 11025, Location: 0.2MI.W. OF AL.5 JCT (Lat: 34.260000, Lng: -87.706667), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1974, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 510 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 1,259 (year 2036), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: LOCAL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal 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: 10.4m (34.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.0 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $506,000, Roadway Improvement Cost: $51,000, Total Project Cost: $557,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 11025, Location: 0.2MI.W. OF AL.5 JCT (Lat: 34.260000, Lng: -87.706667), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1974, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 510 (year 2014), Truck Traffic: 6%, Average Future Daily Traffic: 1,259 (year 2036), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: LOCAL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal 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: 10.4m (34.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.0 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $506,000, Roadway Improvement Cost: $51,000, Total Project Cost: $557,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 11298, Location: 0.2MI.S.W. OF AL.5 JCT (Lat: 34.256667, Lng: -87.696667), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 710 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 1,248 (year 2036), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: CO RD 99
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.9m (32.5ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.3 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $263,000, Roadway Improvement Cost: $26,000, Total Project Cost: $289,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 11298, Location: 0.2MI.S.W. OF AL.5 JCT (Lat: 34.256667, Lng: -87.696667), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 710 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 1,248 (year 2036), Design Load: HS 20, Features Intersected: BRANCH, Facility Carried by Structure: CO RD 99
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.9m (32.5ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.3 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $263,000, Roadway Improvement Cost: $26,000, Total Project Cost: $289,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 11708, Location: 9 MI N JCT US 278 (Lat: 34.252306, Lng: -87.731028), Route carried "on" structure: State highway 241, Year Built: 1976, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 750 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 897 (year 2041), Design Load: HS 20, Features Intersected: Abandoned Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.454, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,308,000, Roadway Improvement Cost: $231,000, Total Project Cost: $2,539,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11708, Location: 9 MI N JCT US 278 (Lat: 34.252306, Lng: -87.731028), Route carried "on" structure: State highway 241, Year Built: 1976, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 750 (year 2019), Truck Traffic: 14%, Average Future Daily Traffic: 897 (year 2041), Design Load: HS 20, Features Intersected: Abandoned Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.454, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.32m (24.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $2,308,000, Roadway Improvement Cost: $231,000, Total Project Cost: $2,539,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11717, Location: 1 MILE NE OF BEAR CREEK (Lat: 34.281128, Lng: -87.685769), Route carried "on" structure: County highway 79, Year Built: 1977, Status: Open, Structure Length: 14.20m (46.59ft), Average Daily Traffic: 625 (year 2001), Truck Traffic: 50%, Average Future Daily Traffic: 1,225 (year 2035), Design Load: HS 20, Features Intersected: Upper Bear Creek
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 14.99m (49.18ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Underwater Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,570,000, Roadway Improvement Cost: $257,000, Total Project Cost: $2,827,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11717, Location: 1 MILE NE OF BEAR CREEK (Lat: 34.281128, Lng: -87.685769), Route carried "on" structure: County highway 79, Year Built: 1977, Status: Open, Structure Length: 14.20m (46.59ft), Average Daily Traffic: 625 (year 2001), Truck Traffic: 50%, Average Future Daily Traffic: 1,225 (year 2035), Design Load: HS 20, Features Intersected: Upper Bear Creek
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: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 14.99m (49.18ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Underwater Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,570,000, Roadway Improvement Cost: $257,000, Total Project Cost: $2,827,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1245, Location: .1 MILE EAST JCT STRD 5 (Lat: 34.250778, Lng: -87.681750), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 60 (year 2001), Average Future Daily Traffic: 117 (year 2035), Design Load: H 20, Features Intersected: Flat Creek, Facility Carried by Structure: Old Union Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 77.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $292,000, Roadway Improvement Cost: $29,000, Total Project Cost: $321,000 ( Estimate for 2022)
Structure Number: 1245, Location: .1 MILE EAST JCT STRD 5 (Lat: 34.250778, Lng: -87.681750), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 60 (year 2001), Average Future Daily Traffic: 117 (year 2035), Design Load: H 20, Features Intersected: Flat Creek, Facility Carried by Structure: Old Union Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 77.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $292,000, Roadway Improvement Cost: $29,000, Total Project Cost: $321,000 ( Estimate for 2022)
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Structure Number: 13147, Location: 1.3 MI W OF SR 129 (Lat: 34.204167, Lng: -87.681306), Route carried "on" structure: County highway , Year Built: 1965, Year Reconstructed: 1984, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 50 (year 2001), Average Future Daily Traffic: 98 (year 2035), Design Load: H 20, Features Intersected: Moore Creek, Facility Carried by Structure: Forester Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 78.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $417,000, Roadway Improvement Cost: $42,000, Total Project Cost: $459,000 ( Estimate for 2022)
Structure Number: 13147, Location: 1.3 MI W OF SR 129 (Lat: 34.204167, Lng: -87.681306), Route carried "on" structure: County highway , Year Built: 1965, Year Reconstructed: 1984, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 50 (year 2001), Average Future Daily Traffic: 98 (year 2035), Design Load: H 20, Features Intersected: Moore Creek, Facility Carried by Structure: Forester Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 78.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $417,000, Roadway Improvement Cost: $42,000, Total Project Cost: $459,000 ( Estimate for 2022)
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Structure Number: 15826, Location: 0.6 Mile North JCT CR-34 (Lat: 34.220583, Lng: -87.686667), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 50 (year 2001), Average Future Daily Traffic: 98 (year 2035), Design Load: H 20, Features Intersected: Kelly Mill Branch, Facility Carried by Structure: CR-373
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: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.7 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: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $408,000, Roadway Improvement Cost: $41,000, Total Project Cost: $449,000 ( Estimate for 2022)
Structure Number: 15826, Location: 0.6 Mile North JCT CR-34 (Lat: 34.220583, Lng: -87.686667), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 50 (year 2001), Average Future Daily Traffic: 98 (year 2035), Design Load: H 20, Features Intersected: Kelly Mill Branch, Facility Carried by Structure: CR-373
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: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.7 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: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $408,000, Roadway Improvement Cost: $41,000, Total Project Cost: $449,000 ( Estimate for 2022)
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Structure Number: 17207, Location: 1 MI W JCT AL-135 (Lat: 34.278389, Lng: -87.719528), Route carried "on" structure: State highway 172, Year Built: 1998, Status: Open, Structure Length: 2.08m (6.82ft), Average Daily Traffic: 1,550 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,891 (year 2041), Design Load: HS 20, Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.662, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.85m (9.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $859,000, Roadway Improvement Cost: $86,000, Total Project Cost: $945,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 17207, Location: 1 MI W JCT AL-135 (Lat: 34.278389, Lng: -87.719528), Route carried "on" structure: State highway 172, Year Built: 1998, Status: Open, Structure Length: 2.08m (6.82ft), Average Daily Traffic: 1,550 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,891 (year 2041), Design Load: HS 20, Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.662, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.85m (9.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $859,000, Roadway Improvement Cost: $86,000, Total Project Cost: $945,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17331, Location: 1.5 Miles S JCT AL-172 (Lat: 34.255528, Lng: -87.690222), Route carried "on" structure: State highway 13, Year Built: 1998, Status: Open, Structure Length: 4.99m (16.37ft), Average Daily Traffic: 5,110 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 6,564 (year 2033), Design Load: HS 20, Features Intersected: Flat Creek
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 442.906, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.9m (42.3ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.01m (19.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,688,000, Roadway Improvement Cost: $169,000, Total Project Cost: $1,857,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17331, Location: 1.5 Miles S JCT AL-172 (Lat: 34.255528, Lng: -87.690222), Route carried "on" structure: State highway 13, Year Built: 1998, Status: Open, Structure Length: 4.99m (16.37ft), Average Daily Traffic: 5,110 (year 2013), Truck Traffic: 14%, Average Future Daily Traffic: 6,564 (year 2033), Design Load: HS 20, Features Intersected: Flat Creek
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 442.906, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 12.9m (42.3ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.01m (19.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,688,000, Roadway Improvement Cost: $169,000, Total Project Cost: $1,857,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17443, Location: .5M S JCT AL-172 (Lat: 34.266306, Lng: -87.702278), Route carried "on" structure: State highway 13, Year Built: 1998, Status: Open, Structure Length: 13.87m (45.51ft), Average Daily Traffic: 5,110 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 6,564 (year 2040), Design Load: HS 20, Features Intersected: Bear Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 444.620, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 14.67m (48.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $4,225,000, Roadway Improvement Cost: $423,000, Total Project Cost: $4,648,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17443, Location: .5M S JCT AL-172 (Lat: 34.266306, Lng: -87.702278), Route carried "on" structure: State highway 13, Year Built: 1998, Status: Open, Structure Length: 13.87m (45.51ft), Average Daily Traffic: 5,110 (year 2018), Truck Traffic: 14%, Average Future Daily Traffic: 6,564 (year 2040), Design Load: HS 20, Features Intersected: Bear Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 444.620, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 14.67m (48.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $4,225,000, Roadway Improvement Cost: $423,000, Total Project Cost: $4,648,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19319, Location: .25 MILES E OF AL 13 (Lat: 34.247417, Lng: -87.674833), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 20 (year 2003), Average Future Daily Traffic: 38 (year 2035), Design Load: HS 20, Features Intersected: Flat Creek, Facility Carried by Structure: Maudsley Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Toll: Toll bridge is a segment, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.8m (9.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $387,000, Roadway Improvement Cost: $39,000, Total Project Cost: $426,000 ( Estimate for 2022)
Structure Number: 19319, Location: .25 MILES E OF AL 13 (Lat: 34.247417, Lng: -87.674833), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 20 (year 2003), Average Future Daily Traffic: 38 (year 2035), Design Load: HS 20, Features Intersected: Flat Creek, Facility Carried by Structure: Maudsley Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Toll: Toll bridge is a segment, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.8m (9.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $387,000, Roadway Improvement Cost: $39,000, Total Project Cost: $426,000 ( Estimate for 2022)