Bridge Statistics for Webb, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 171ft / 52.5mTotal length
- $13,544,000Total costs
- 10,224Total average daily traffic
- 851Total average daily truck traffic
- 14,339Total future (year 2033) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Webb
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 21950-1959
- 21960-1969
- 41990-1999
- 32000-2009
- Bridge Condition - Deck
- 44.4%Very good
- 33.3%Good
- 11.1%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 11.1%Excellent
- 44.4%Very good
- 33.3%Good
- 11.1%Poor
- Bridge Condition - Substructure
- 11.1%Excellent
- 44.4%Very good
- 11.1%Good
- 11.1%Satisfactory
- 11.1%Fair
- 11.1%Poor
- Bridge Condition - Channel
- 53.8%Good
- 46.2%Satisfactory
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 44, Location: 1 1/2 MI NE OF EASLEY (Lat: 33.971025, Lng: -86.518353), Route carried "on" structure: County highway 208, Year Built: 1927, Status: Posted for load, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 162 (year 2021), Average Future Daily Traffic: 241 (year 2041), Features Intersected: LITTLE WARRIOR RIVER, Facility Carried by Structure: EASLEY BRIDGE RD
Minimum Vertical Clearance: 2.74m (8.99ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 3.3m (10.8ft), Out-to-Out Width: 4.0m (13.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.42m (11.22ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $305,000, Roadway Improvement Cost: $31,000, Total Project Cost: $336,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 44, Location: 1 1/2 MI NE OF EASLEY (Lat: 33.971025, Lng: -86.518353), Route carried "on" structure: County highway 208, Year Built: 1927, Status: Posted for load, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 162 (year 2021), Average Future Daily Traffic: 241 (year 2041), Features Intersected: LITTLE WARRIOR RIVER, Facility Carried by Structure: EASLEY BRIDGE RD
Minimum Vertical Clearance: 2.74m (8.99ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 3.3m (10.8ft), Out-to-Out Width: 4.0m (13.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.42m (11.22ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $305,000, Roadway Improvement Cost: $31,000, Total Project Cost: $336,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 3792, Location: AL 52 TO CO RD 48 (Lat: 31.289161, Lng: -85.264097), Route carried "on" structure: County highway 54, Year Built: 1950, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 660 (year 1993), Truck Traffic: 7%, Average Future Daily Traffic: 800 (year 2033), Features Intersected: BEAVER 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: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.6 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: Better than present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $315,000, Roadway Improvement Cost: $32,000, Total Project Cost: $347,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3792, Location: AL 52 TO CO RD 48 (Lat: 31.289161, Lng: -85.264097), Route carried "on" structure: County highway 54, Year Built: 1950, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 660 (year 1993), Truck Traffic: 7%, Average Future Daily Traffic: 800 (year 2033), Features Intersected: BEAVER 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: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.6 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: Better than present minimum criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $315,000, Roadway Improvement Cost: $32,000, Total Project Cost: $347,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4634, Location: AL 52 TO CO RD 48 (Lat: 31.286447, Lng: -85.212142), Route carried "on" structure: County highway 54, Year Built: 1953, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 655 (year 1992), Truck Traffic: 7%, Average Future Daily Traffic: 800 (year 2033), Features Intersected: SMITH BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, 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: 34.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $244,000, Roadway Improvement Cost: $24,000, Total Project Cost: $268,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4634, Location: AL 52 TO CO RD 48 (Lat: 31.286447, Lng: -85.212142), Route carried "on" structure: County highway 54, Year Built: 1953, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 655 (year 1992), Truck Traffic: 7%, Average Future Daily Traffic: 800 (year 2033), Features Intersected: SMITH BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, 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: 34.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $244,000, Roadway Improvement Cost: $24,000, Total Project Cost: $268,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8377, Location: CO RD 105 TO CO RD 26 (Lat: 31.290908, Lng: -85.296617), Route carried "on" structure: County highway 57, Year Built: 1964, Status: Posted for load, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 337 (year 1992), Truck Traffic: 7%, Average Future Daily Traffic: 600 (year 2034), Features Intersected: OMUSEE 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: 7, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 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: Equal to present desirable 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: 8.28m (27.17ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 36 months, Inspection Date: March 2021, Other Special Inspection Date: May 2020, Bridge Improvement Cost: $1,306,000, Roadway Improvement Cost: $131,000, Total Project Cost: $1,437,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8377, Location: CO RD 105 TO CO RD 26 (Lat: 31.290908, Lng: -85.296617), Route carried "on" structure: County highway 57, Year Built: 1964, Status: Posted for load, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 337 (year 1992), Truck Traffic: 7%, Average Future Daily Traffic: 600 (year 2034), Features Intersected: OMUSEE 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: 7, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 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: Equal to present desirable 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: 8.28m (27.17ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 36 months, Inspection Date: March 2021, Other Special Inspection Date: May 2020, Bridge Improvement Cost: $1,306,000, Roadway Improvement Cost: $131,000, Total Project Cost: $1,437,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12256, Location: 1.3 MI.W.HOUSTON 55 (Lat: 31.256067, Lng: -85.246233), Route carried "on" structure: State highway 52, Year Built: 1928, Year Reconstructed: 1980, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,320 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 5,911 (year 2033), Design Load: H 15, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 117.814, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.9 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: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $360,000, Roadway Improvement Cost: $36,000, Total Project Cost: $396,000 ( Estimate for 2022)
Structure Number: 12256, Location: 1.3 MI.W.HOUSTON 55 (Lat: 31.256067, Lng: -85.246233), Route carried "on" structure: State highway 52, Year Built: 1928, Year Reconstructed: 1980, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,320 (year 2013), Truck Traffic: 11%, Average Future Daily Traffic: 5,911 (year 2033), Design Load: H 15, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 117.814, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.9 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: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $360,000, Roadway Improvement Cost: $36,000, Total Project Cost: $396,000 ( Estimate for 2022)
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Structure Number: 15077, Location: CO RD 22 TO CO RD 44 (Lat: 31.307864, Lng: -85.273089), Route carried "on" structure: County highway , Year Built: 1990, Status: Posted for load, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 95 (year 1992), Average Future Daily Traffic: 110 (year 2033), Features Intersected: BEAVER CREEK, Facility Carried by Structure: WILLIE RALEY RD
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: Channel Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 12.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to 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: 4.07m (13.35ft), 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: $725,000, Roadway Improvement Cost: $73,000, Total Project Cost: $798,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 15077, Location: CO RD 22 TO CO RD 44 (Lat: 31.307864, Lng: -85.273089), Route carried "on" structure: County highway , Year Built: 1990, Status: Posted for load, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 95 (year 1992), Average Future Daily Traffic: 110 (year 2033), Features Intersected: BEAVER CREEK, Facility Carried by Structure: WILLIE RALEY RD
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: Channel Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 12.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to 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: 4.07m (13.35ft), 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: $725,000, Roadway Improvement Cost: $73,000, Total Project Cost: $798,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 15704, Location: HENRY CO LINE TO AL 52 (Lat: 31.310467, Lng: -85.274214), Route carried "on" structure: County highway 22, Year Built: 1993, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 700 (year 1993), Truck Traffic: 15%, Average Future Daily Traffic: 980 (year 2033), Design Load: HS 20, Features Intersected: 0MUSSEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very 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: Better than present minimum criteria, Length Of Structure Improvement: 11.28m (37.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,938,000, Roadway Improvement Cost: $294,000, Total Project Cost: $3,232,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 15704, Location: HENRY CO LINE TO AL 52 (Lat: 31.310467, Lng: -85.274214), Route carried "on" structure: County highway 22, Year Built: 1993, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 700 (year 1993), Truck Traffic: 15%, Average Future Daily Traffic: 980 (year 2033), Design Load: HS 20, Features Intersected: 0MUSSEE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very 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: Better than present minimum criteria, Length Of Structure Improvement: 11.28m (37.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,938,000, Roadway Improvement Cost: $294,000, Total Project Cost: $3,232,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 17267, Location: AL 52 TO THE CIRCLE (Lat: 31.252878, Lng: -85.324194), Route carried "on" structure: County highway 46, Year Built: 1998, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 1,442 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 1,900 (year 2033), Design Load: HS 20, Features Intersected: OMUSEE CREEK, Facility Carried by Structure: WEBB RD
Minimum Vertical Clearance: 0.00m, 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: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 74.2 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 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: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $815,000, Roadway Improvement Cost: $82,000, Total Project Cost: $897,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 17267, Location: AL 52 TO THE CIRCLE (Lat: 31.252878, Lng: -85.324194), Route carried "on" structure: County highway 46, Year Built: 1998, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 1,442 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 1,900 (year 2033), Design Load: HS 20, Features Intersected: OMUSEE CREEK, Facility Carried by Structure: WEBB RD
Minimum Vertical Clearance: 0.00m, 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: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 74.2 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 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: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $815,000, Roadway Improvement Cost: $82,000, Total Project Cost: $897,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 17486, Location: CIRCLE TO GENEVA CO (Lat: 31.095581, Lng: -85.480450), Route carried "on" structure: County highway 15, Year Built: 1998, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 790 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 1,170 (year 2033), Design Load: HS 20, Features Intersected: BIG CREEK, Facility Carried by Structure: SOUTH PARK RD
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, 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: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 74.2 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $815,000, Roadway Improvement Cost: $82,000, Total Project Cost: $897,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 17486, Location: CIRCLE TO GENEVA CO (Lat: 31.095581, Lng: -85.480450), Route carried "on" structure: County highway 15, Year Built: 1998, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 790 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 1,170 (year 2033), Design Load: HS 20, Features Intersected: BIG CREEK, Facility Carried by Structure: SOUTH PARK RD
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, 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: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 74.2 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 desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $815,000, Roadway Improvement Cost: $82,000, Total Project Cost: $897,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 17814, Location: CIRCLE TO CO RD 55 (Lat: 31.263997, Lng: -85.318014), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 603 (year 1900), Truck Traffic: 4%, Average Future Daily Traffic: 980 (year 2033), Design Load: HS 20, Features Intersected: OMUSSE CREEK, Facility Carried by Structure: WATSON BRIDGE RD
Minimum Vertical Clearance: 0.00m, 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: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 73.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,720,000, Roadway Improvement Cost: $172,000, Total Project Cost: $1,892,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 17814, Location: CIRCLE TO CO RD 55 (Lat: 31.263997, Lng: -85.318014), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 603 (year 1900), Truck Traffic: 4%, Average Future Daily Traffic: 980 (year 2033), Design Load: HS 20, Features Intersected: OMUSSE CREEK, Facility Carried by Structure: WATSON BRIDGE RD
Minimum Vertical Clearance: 0.00m, 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: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 73.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,720,000, Roadway Improvement Cost: $172,000, Total Project Cost: $1,892,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 18582, Location: CO RD 57 TO CO RD 22 (Lat: 31.305614, Lng: -85.280544), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 230 (year 1993), Truck Traffic: 7%, Average Future Daily Traffic: 600 (year 2033), Design Load: HS 20, Features Intersected: OMUSSEE CREEK, Facility Carried by Structure: GILLEY MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, 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: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,720,000, Roadway Improvement Cost: $172,000, Total Project Cost: $1,892,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 18582, Location: CO RD 57 TO CO RD 22 (Lat: 31.305614, Lng: -85.280544), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 230 (year 1993), Truck Traffic: 7%, Average Future Daily Traffic: 600 (year 2033), Design Load: HS 20, Features Intersected: OMUSSEE CREEK, Facility Carried by Structure: GILLEY MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, 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: 8, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,720,000, Roadway Improvement Cost: $172,000, Total Project Cost: $1,892,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 19782, Location: NORTH OF OLD WEBB RD. (Lat: 31.176736, Lng: -85.298178), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 202 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 202 (year 2034), Design Load: HS 20, Features Intersected: GOLF CREEK, Facility Carried by Structure: PEACOCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 43.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.4 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 desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $232,000, Roadway Improvement Cost: $23,000, Total Project Cost: $255,000 ( Estimate for 2022)
Structure Number: 19782, Location: NORTH OF OLD WEBB RD. (Lat: 31.176736, Lng: -85.298178), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 202 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 202 (year 2034), Design Load: HS 20, Features Intersected: GOLF CREEK, Facility Carried by Structure: PEACOCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 43.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.4 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 desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $232,000, Roadway Improvement Cost: $23,000, Total Project Cost: $255,000 ( Estimate for 2022)
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Structure Number: 20117, Location: CO. RD. 63 TO CO. RD. 55 (Lat: 31.269003, Lng: -85.215775), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 28 (year 2008), Average Future Daily Traffic: 45 (year 2033), Design Load: HS 20, Features Intersected: HURRICANE CREEK, Facility Carried by Structure: WALLACE BUIE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 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: Very good, Superstructure: Excellent, Substructure: Excellent, 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: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $815,000, Roadway Improvement Cost: $82,000, Total Project Cost: $897,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 20117, Location: CO. RD. 63 TO CO. RD. 55 (Lat: 31.269003, Lng: -85.215775), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 28 (year 2008), Average Future Daily Traffic: 45 (year 2033), Design Load: HS 20, Features Intersected: HURRICANE CREEK, Facility Carried by Structure: WALLACE BUIE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 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: Very good, Superstructure: Excellent, Substructure: Excellent, 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: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $815,000, Roadway Improvement Cost: $82,000, Total Project Cost: $897,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels