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Bridge Statistics for Albertville, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 45Number of bridges
  • 535ft / 163mTotal length
  • $59,488,000Total costs
  • 146,175Total average daily traffic
  • 12,416Total average daily truck traffic
  • 204,763Total future (year 2038) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Albertville
  • No street view available for this location

New bridges in Albertville, AL - historical statistics
  • New bridges - historical statistics
  • 21920-1929
  • 51940-1949
  • 91950-1959
  • 91960-1969
  • 61970-1979
  • 41980-1989
  • 21990-1999
  • 32000-2009
  • 52010-2019
Reconstructed bridges in Albertville, AL - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11980-1989
  • 11990-1999
Average Bridge Daily Traffic in Albertville, AL
Average Bridge Truck Traffic in Albertville, AL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 8.0%Excellent
  • 4.0%Very good
  • 20.0%Good
  • 32.0%Satisfactory
  • 20.0%Fair
  • 16.0%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 8.0%Excellent
  • 12.0%Very good
  • 16.0%Good
  • 28.0%Satisfactory
  • 32.0%Fair
  • 4.0%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 8.0%Excellent
  • 16.0%Very good
  • 32.0%Good
  • 36.0%Satisfactory
  • 4.0%Fair
  • 4.0%Serious
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 11.1%Excellent
  • 24.4%Very good
  • 31.1%Good
  • 24.4%Satisfactory
  • 8.9%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 15.0%Excellent
  • 25.0%Good
  • 50.0%Satisfactory
  • 10.0%Fair
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Structure Number: 18657,  Location: 4042 FT S JCT 1161 (Lat: 34.246042,  Lng: -86.294083),  Route carried "on" structure: County highway 131,  Year Built: 2015,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 260 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 386 (year 2040),  Design Load: HS 20,  Features Intersected: Little Hog Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.8m (12.5ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 71.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.82m (5.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $441,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $485,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 19176,  Location: 1/2 mile W SR75 (Lat: 34.297411,  Lng: -86.179139),  Route carried "on" structure: County highway 400,  Year Built: 2017,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 92 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 137 (year 2040),  Design Load: HS 20,  Features Intersected: Turkey 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: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 74.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.27m (7.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $436,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $480,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20348,  Location: .9 MI N JCT SR68/SR75 (Lat: 34.306211,  Lng: -86.131647),  Route carried "on" structure: State highway 75,  Year Built: 2015,  Status: Open,  Structure Length: 14.02m (46.00ft),  Average Daily Traffic: 7,348 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,287 (year 2040),  Design Load: HS 20,  Features Intersected: SCARHAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 102.526,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.82m (48.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $4,369,000,  Roadway Improvement Cost: $437,000,  Total Project Cost: $4,806,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20811,  Location: 4500 FT N JCT 1414 (Lat: 34.325858,  Lng: -86.166061),  Route carried "on" structure: County highway 409,  Year Built: 2015,  Status: Open,  Structure Length: 24.38m (79.99ft),  Average Daily Traffic: 1,309 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,945 (year 2040),  Design Load: HS 20,  Features Intersected: Scarham Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 24.38m (79.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $6,521,000,  Roadway Improvement Cost: $652,000,  Total Project Cost: $7,173,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Epoxy
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Structure Number: 21401,  Location: North JCT 431 (Lat: 34.299719,  Lng: -86.246981),  Route carried "on" structure: County highway 322,  Year Built: 2018,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 106 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 158 (year 2041),  Design Load: HS 20,  Features Intersected: Drum 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: 3.7m (12.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 66.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $234,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $257,000 ( Estimate for 2022)
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