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


  • National Bridge Inventory (NBI) Statistics
  • 23Number of bridges
  • 269ft / 82.3mTotal length
  • $24,167,000Total costs
  • 23,566Total average daily traffic
  • 2,358Total average daily truck traffic
  • 31,627Total future (year 2028) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Babbie
  • No street view available for this location

New bridges in Babbie, AL - historical statistics
  • New bridges - historical statistics
  • 31930-1939
  • 11940-1949
  • 11950-1959
  • 51960-1969
  • 31970-1979
  • 21980-1989
  • 21990-1999
  • 42000-2009
  • 22010-2019
Reconstructed bridges in Babbie, AL - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11940-1949
  • 01950-1959
  • 01960-1969
  • 21970-1979
  • 31980-1989
  • 31990-1999
Average Bridge Daily Traffic in Babbie, AL
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 15.0%Excellent
  • 20.0%Very good
  • 40.0%Good
  • 5.0%Satisfactory
  • 15.0%Fair
  • 5.0%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 15.0%Excellent
  • 5.0%Very good
  • 30.0%Good
  • 35.0%Satisfactory
  • 15.0%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 15.0%Excellent
  • 10.0%Very good
  • 10.0%Good
  • 30.0%Satisfactory
  • 25.0%Fair
  • 10.0%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 30.4%Very good
  • 8.7%Good
  • 39.1%Satisfactory
  • 17.4%Fair
  • 4.3%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 66.7%Good
  • 33.3%Satisfactory
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Structure Number: 4209,  Location: 1/4 MI N OF BOBBY HENDERS (Lat: 31.382753,  Lng: -86.334550),  Route carried "on" structure: County highway ,  Year Built: 1934,  Year Reconstructed: 1952,  Status: Posted for load,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 80 (year 1994),  Average Future Daily Traffic: 115 (year 2030),  Features Intersected: FEGIN CREEK,  Facility Carried by Structure: COUNTY DIRT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 17.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 12.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable 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: 2.05m (6.73ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $168,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $185,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 6292,  Location: 2.5 MI WEST OF OPP (Lat: 31.303531,  Lng: -86.297736),  Route carried "on" structure: County highway 42,  Year Built: 1958,  Status: Posted for load,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 360 (year 1992),  Truck Traffic: 5%,  Average Future Daily Traffic: 468 (year 2030),  Design Load: H 15,  Features Intersected: POLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 41.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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: 9.29m (30.48ft),  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: $1,528,000,  Roadway Improvement Cost: $153,000,  Total Project Cost: $1,681,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7717,  Location: 2 MI EAST OF SANFORD (Lat: 31.317503,  Lng: -86.355867),  Route carried "on" structure: County highway 42,  Year Built: 1962,  Status: Posted for load,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 600 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 761 (year 2030),  Design Load: H 15,  Features Intersected: YELLOW RIVER
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: Tee Beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 41.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 9.29m (30.48ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2021,  Other Special Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,592,000,  Roadway Improvement Cost: $159,000,  Total Project Cost: $1,751,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7983,  Location: UPPER OPINE RD (Lat: 31.326175,  Lng: -86.300539),  Route carried "on" structure: County highway 38,  Year Built: 1963,  Status: Posted for load,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 440 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 545 (year 2030),  Design Load: H 15,  Features Intersected: POLEY 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: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  Operating Rating: 2.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 1.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 7.26m (23.82ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2020,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $1,145,000,  Roadway Improvement Cost: $115,000,  Total Project Cost: $1,260,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8029,  Location: 6 MI WEST US 331 (Lat: 31.360303,  Lng: -86.356631),  Route carried "on" structure: County highway 70,  Year Built: 1963,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 280 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 351 (year 2032),  Design Load: H 15,  Features Intersected: NO NAME BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Channel: Poor,  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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.81m (5.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $439,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $483,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 11313,  Location: 1 1/2 MI SE OF GARDNER CH (Lat: 31.356536,  Lng: -86.305931),  Route carried "on" structure: County highway ,  Year Built: 1933,  Year Reconstructed: 1975,  Status: Posted for load,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 80 (year 1994),  Average Future Daily Traffic: 115 (year 2030),  Features Intersected: NO NAME BRANCH,  Facility Carried by Structure: COUNTY DIRT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 15.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 11.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: 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: 2.05m (6.73ft),  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: $225,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $248,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 119,  Location: 1 1/2 MI E CEDAR GROVE (Lat: 31.345925,  Lng: -86.296658),  Route carried "on" structure: County highway ,  Year Built: 1932,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 121 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 141 (year 2034),  Design Load: H 15,  Features Intersected: POLLEY CREEK,  Facility Carried by Structure: COUNTY DIRT RD
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: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 40.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.11m (16.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $946,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $1,041,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels
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Structure Number: 12267,  Location: 3 MI E OF ANTIOCH (Lat: 31.381681,  Lng: -86.343911),  Route carried "on" structure: County highway ,  Year Built: 1948,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 80 (year 1994),  Average Future Daily Traffic: 115 (year 2030),  Design Load: H 15,  Features Intersected: NO NAME BRANCH,  Facility Carried by Structure: COUNTY DIRT RD
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: Channel Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $327,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $360,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels
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Structure Number: 12927,  Location: 6 MI. W. RANGE (Lat: 31.302792,  Lng: -86.332681),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Posted for load,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 30 (year 1995),  Average Future Daily Traffic: 49 (year 2034),  Features Intersected: LITTLE ESCAMBIA CREEK,  Facility Carried by Structure: DIRT COUNTY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 5.0m (16.4ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  Operating Rating: 13.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 10.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  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: 1.95m (6.40ft),  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: $228,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $251,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 13324,  Location: NORTH OF OAKEY RIDGE (Lat: 31.259011,  Lng: -86.363425),  Route carried "on" structure: County highway 46,  Year Built: 1984,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 150 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 292 (year 2030),  Design Load: H 15,  Features Intersected: NO NAME BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: Good,  Operating Rating: 74.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.81m (5.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $418,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $460,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13839,  Location: 1/2 MI W OF OV MONEY (Lat: 31.318167,  Lng: -86.346022),  Route carried "on" structure: County highway ,  Year Built: 1973,  Year Reconstructed: 1986,  Status: Posted for load,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 70 (year 1994),  Average Future Daily Traffic: 86 (year 2030),  Features Intersected: NO NAME BRANCH,  Facility Carried by Structure: COUNTY DIRT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 17.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 12.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: 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: 1.59m (5.22ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $174,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $191,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 13842,  Location: 1/2 MI SE OF CEDAR GROVE (Lat: 31.344339,  Lng: -86.317800),  Route carried "on" structure: County highway ,  Year Built: 1975,  Year Reconstructed: 1986,  Status: Posted for load,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 80 (year 1994),  Average Future Daily Traffic: 115 (year 2030),  Features Intersected: NO NAME BRANCH,  Facility Carried by Structure: COUNTY DIRT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 14.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 10.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  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: 1.22m (4.00ft),  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: $134,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $147,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 15012,  Location: 5 MI WEST US 331 (Lat: 31.357589,  Lng: -86.342372),  Route carried "on" structure: County highway 70,  Year Built: 1960,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 280 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 344 (year 2030),  Design Load: HS 20,  Features Intersected: YELLOW RIVER
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: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 74.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $815,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $897,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels
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Structure Number: 15635,  Location: 1 MI. W OF MT. CHAPEL CH (Lat: 31.384358,  Lng: -86.331389),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 80 (year 1994),  Average Future Daily Traffic: 115 (year 2030),  Design Load: HS 20,  Features Intersected: YELLOW RIVER,  Facility Carried by Structure: COUNTY DIRT RD
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: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $733,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $806,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels
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Structure Number: 16582,  Location: SEC 35 T4N R12E (Lat: 31.303853,  Lng: -86.333625),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Posted for load,  Structure Length: 1.73m (5.68ft),  Average Daily Traffic: 75 (year 1995),  Average Future Daily Traffic: 87 (year 2034),  Features Intersected: LITTLE ESCAMBIA CR.,  Facility Carried by Structure: RANGE DIRT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.010,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 20.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 15.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  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: 2.43m (7.97ft),  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: $267,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $294,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 17236,  Location: N OF 84 1/2 M WEST BABBIE (Lat: 31.279311,  Lng: -86.354122),  Route carried "on" structure: County highway 73,  Year Built: 1967,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 140 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 201 (year 2035),  Design Load: HS 20,  Features Intersected: HOLLIS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.014,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: 7.5m (24.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 74.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.84m (9.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $526,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $579,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels
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Structure Number: 17708,  Location: 1/4 MI N OF UPPER OPINE (Lat: 31.334931,  Lng: -86.309717),  Route carried "on" structure: County highway ,  Year Built: 1976,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 110 (year 1994),  Average Future Daily Traffic: 176 (year 2028),  Design Load: HS 20,  Features Intersected: NO NAME BRANCH,  Facility Carried by Structure: COUNTY DIRT RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 7.5m (24.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.84m (9.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $526,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $579,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels
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Structure Number: 17862,  Location: 1 MI. NW OF SASSER X RD. (Lat: 31.380114,  Lng: -86.332436),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 80 (year 1994),  Average Future Daily Traffic: 143 (year 2030),  Design Load: HS 20,  Features Intersected: YELLOW RIVER,  Facility Carried by Structure: CO. DIRT RD.
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),  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.1 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 desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $733,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $806,000 ( Estimate for 2022),  Deck Structure Type: Concrete Precast Panels
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Structure Number: 17958,  Location: 5.3 MI. WEST US 331 (Lat: 31.274014,  Lng: -86.348931),  Route carried "on" structure: US 84,  Year Built: 2005,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 3,405 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,568 (year 2033),  Design Load: HS 20,  Features Intersected: YELLOW RIVER M\C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 228.987,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 87.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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: 10.69m (35.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $3,080,000,  Roadway Improvement Cost: $308,000,  Total Project Cost: $3,388,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17959,  Location: 5.1 MI.WEST US 331 (Lat: 31.274597,  Lng: -86.345636),  Route carried "on" structure: US 84,  Year Built: 2005,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 3,405 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,568 (year 2033),  Design Load: HS 20,  Features Intersected: YELLOW RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 229.301,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 68.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.2 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.52m (21.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,877,000,  Roadway Improvement Cost: $188,000,  Total Project Cost: $2,065,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19815,  Location: 4.3 MI WEST US 331 (Lat: 31.270883,  Lng: -86.315900),  Route carried "on" structure: US 84,  Year Built: 2006,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 6,810 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 9,136 (year 2033),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 232.244,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Very 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.39m (4.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,129,000,  Roadway Improvement Cost: $113,000,  Total Project Cost: $1,242,000 ( Estimate for 2022)
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Structure Number: 20639,  Location: 5.3 MI. WEST OF US 331. (Lat: 31.273728,  Lng: -86.348728),  Route carried "on" structure: US 84,  Year Built: 2013,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 3,405 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,568 (year 2033),  Design Load: HS 20,  Features Intersected: YELLOW RIVER,  Facility Carried by Structure: SR-12 MP 142.286
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 228.987,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.69m (35.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $3,080,000,  Roadway Improvement Cost: $308,000,  Total Project Cost: $3,388,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2064,  Location: 5.1 MI. WEST OF US 331 (Lat: 31.274300,  Lng: -86.345411),  Route carried "on" structure: US 84,  Year Built: 2013,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 3,405 (year 2013),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,568 (year 2033),  Design Load: HS 20,  Features Intersected: YELLOW RIVER RELIEF,  Facility Carried by Structure: SR-12 MP 142.481
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 229.301,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 71.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.52m (21.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $1,877,000,  Roadway Improvement Cost: $188,000,  Total Project Cost: $2,065,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place
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