Jump to a detailed profile or search site with Google Custom Search

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


  • National Bridge Inventory (NBI) Statistics
  • 46Number of bridges
  • 486ft / 148mTotal length
  • $48,978,000Total costs
  • 107,046Total average daily traffic
  • 12,058Total average daily truck traffic
  • 149,588Total future (year 2033) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Ozark
  • No street view available for this location

New bridges in Ozark, AL - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 61940-1949
  • 91950-1959
  • 51960-1969
  • 41970-1979
  • 71980-1989
  • 71990-1999
  • 62000-2009
  • 12010-2019
Reconstructed bridges in Ozark, AL - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11950-1959
  • 01960-1969
  • 11970-1979
Average Bridge Daily Traffic in Ozark, AL
Average Bridge Truck Traffic in Ozark, AL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 11.1%Excellent
  • 22.2%Very good
  • 33.3%Good
  • 14.8%Satisfactory
  • 18.5%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 14.8%Excellent
  • 37.0%Very good
  • 14.8%Good
  • 29.6%Satisfactory
  • 3.7%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 18.5%Excellent
  • 22.2%Very good
  • 25.9%Good
  • 25.9%Satisfactory
  • 7.4%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 2.2%Excellent
  • 20.0%Very good
  • 24.4%Good
  • 37.8%Satisfactory
  • 15.6%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 15.8%Very good
  • 10.5%Good
  • 57.9%Satisfactory
  • 15.8%Fair
Find on map >>   Show street view

Structure Number: 19008,  Location: SEC 15 T-6N R-23-E (Lat: 31.493011,  Lng: -85.728775),  Route carried "on" structure: Spur County highway 36,  Year Built: 2002,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 771 (year 2003),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,146 (year 2034),  Design Load: HS 20,  Features Intersected: CLAY BANK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 79.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior 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: 6.21m (20.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,362,000,  Roadway Improvement Cost: $136,000,  Total Project Cost: $1,498,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels
Find on map >>   Show street view

Structure Number: 19504,  Location: SEC. 5 T-4-N,R-23-E (Lat: 31.436111,  Lng: -85.653056),  Route carried "on" structure: Business City street ,  Year Built: 1995,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,500 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,200 (year 2034),  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: DEESE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.38m (4.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $349,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $384,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels
Find on map >>   Show street view

Structure Number: 19894,  Location: SEC.1 T-6-N R-23-E (Lat: 31.517106,  Lng: -85.695800),  Route carried "on" structure: County highway 108,  Year Built: 2007,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 145 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 215 (year 2034),  Design Load: HS 20,  Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 88.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.73m (8.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,417,000,  Roadway Improvement Cost: $142,000,  Total Project Cost: $1,559,000 ( Estimate for 2022)
Find on map >>   Show street view

Structure Number: 20196,  Location: 1.49 MI. E OF JCT ALA 105 (Lat: 31.459300,  Lng: -85.584100),  Route carried "on" structure: County highway 36,  Year Built: 1952,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 3,626 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,077 (year 2034),  Design Load: H 15,  Features Intersected: JOHNSON'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.5m (8.2ft)

Condition: Channel: Good,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.51m (4.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $505,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $556,000 ( Estimate for 2022)
Find on map >>   Show street view

Structure Number: 20752,  Location: INT JODIE PARKER ROAD (Lat: 31.473333,  Lng: -85.661667),  Route carried "on" structure: County highway 36,  Year Built: 2014,  Status: Open,  Structure Length: 3.22m (10.56ft),  Average Daily Traffic: 3,626 (year 2010),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,760 (year 2035),  Design Load: HS 20,  Features Intersected: LITTLE CLAYBANK CREEK,  Facility Carried by Structure: ROY PARKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.09m (13.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,011,000,  Roadway Improvement Cost: $101,000,  Total Project Cost: $1,112,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
Discuss Ozark, Alabama (AL) on our hugely popular Alabama forum.


City-data.com does not guarantee the accuracy or timeliness of any information on this site.  Use at your own risk.
Some parts © 2024 Advameg, Inc.