Bridge Statistics for Clio, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 26Number of bridges
- 397ft / 121mTotal length
- $48,399,000Total costs
- 42,159Total average daily traffic
- 9,970Total average daily truck traffic
- 57,263Total future (year 2033) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Clio
- No street view available for this location
- New bridges - historical statistics
- 31950-1959
- 51960-1969
- 21970-1979
- 131980-1989
- 21990-1999
- 12000-2009
- Bridge Condition - Deck
- 16.7%Very good
- 75.0%Good
- 8.3%Satisfactory
- Bridge Condition - Superstructure
- 25.0%Very good
- 75.0%Good
- Bridge Condition - Substructure
- 25.0%Very good
- 66.7%Good
- 8.3%Satisfactory
- Bridge Condition - Channel
- 12.5%Very good
- 54.2%Good
- 29.2%Satisfactory
- 4.2%Fair
- Bridge Condition - Culverts
- 14.3%Very good
- 71.4%Good
- 7.1%Satisfactory
- 7.1%Fair
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Structure Number: 3407, Location: 1.9 MI S OF AL 130 (Lat: 31.751183, Lng: -85.623014), Route carried "on" structure: County highway 9, Year Built: 1955, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 160 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 200 (year 2037), Design Load: H 15, Features Intersected: BIG SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $390,000, Roadway Improvement Cost: $39,000, Total Project Cost: $429,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3407, Location: 1.9 MI S OF AL 130 (Lat: 31.751183, Lng: -85.623014), Route carried "on" structure: County highway 9, Year Built: 1955, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 160 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 200 (year 2037), Design Load: H 15, Features Intersected: BIG SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 41.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $390,000, Roadway Improvement Cost: $39,000, Total Project Cost: $429,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5446, Location: 1.0 MI S OF AL 10 (Lat: 31.692319, Lng: -85.671078), Route carried "on" structure: County highway 3, Year Built: 1956, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 200 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 225 (year 2036), Design Load: HS 15, Features Intersected: LITTLE CREEK, Facility Carried by Structure: RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.66m (5.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $297,000, Roadway Improvement Cost: $30,000, Total Project Cost: $327,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5446, Location: 1.0 MI S OF AL 10 (Lat: 31.692319, Lng: -85.671078), Route carried "on" structure: County highway 3, Year Built: 1956, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 200 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 225 (year 2036), Design Load: HS 15, Features Intersected: LITTLE CREEK, Facility Carried by Structure: RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.66m (5.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $297,000, Roadway Improvement Cost: $30,000, Total Project Cost: $327,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6913, Location: 1.0 MI N OF AL-10 (Lat: 31.725256, Lng: -85.654847), Route carried "on" structure: County highway 3, Year Built: 1960, Status: Posted for load, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 105 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 125 (year 2038), Design Load: H 15, Features Intersected: BIG CREEK, Facility Carried by Structure: SHELLEY JACKSON SP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 5.11m (16.77ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $806,000, Roadway Improvement Cost: $81,000, Total Project Cost: $887,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6913, Location: 1.0 MI N OF AL-10 (Lat: 31.725256, Lng: -85.654847), Route carried "on" structure: County highway 3, Year Built: 1960, Status: Posted for load, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 105 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 125 (year 2038), Design Load: H 15, Features Intersected: BIG CREEK, Facility Carried by Structure: SHELLEY JACKSON SP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 5.11m (16.77ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: January 2022, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $806,000, Roadway Improvement Cost: $81,000, Total Project Cost: $887,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6955, Location: 0.4 MI W OF COUNTY 21 (Lat: 31.718017, Lng: -85.551372), Route carried "on" structure: County highway 14, Year Built: 1960, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 145 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 160 (year 2037), Design Load: HS 15, Features Intersected: SIKES CREEK, Facility Carried by Structure: BAXTER STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 51.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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 minimum criteria, Length Of Structure Improvement: 1.99m (6.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $459,000, Roadway Improvement Cost: $46,000, Total Project Cost: $505,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6955, Location: 0.4 MI W OF COUNTY 21 (Lat: 31.718017, Lng: -85.551372), Route carried "on" structure: County highway 14, Year Built: 1960, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 145 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 160 (year 2037), Design Load: HS 15, Features Intersected: SIKES CREEK, Facility Carried by Structure: BAXTER STATION RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 51.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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 minimum criteria, Length Of Structure Improvement: 1.99m (6.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $459,000, Roadway Improvement Cost: $46,000, Total Project Cost: $505,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6977, Location: 1.1 MI E OF AL 51 (Lat: 31.726625, Lng: -85.586953), Route carried "on" structure: County highway 22, Year Built: 1960, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 155 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 170 (year 2037), Design Load: HS 15, Features Intersected: CAMPBELL CREEK, Facility Carried by Structure: JW MCLEAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: Good, Operating Rating: 48.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 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 minimum criteria, Length Of Structure Improvement: 1.97m (6.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $454,000, Roadway Improvement Cost: $45,000, Total Project Cost: $499,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6977, Location: 1.1 MI E OF AL 51 (Lat: 31.726625, Lng: -85.586953), Route carried "on" structure: County highway 22, Year Built: 1960, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 155 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 170 (year 2037), Design Load: HS 15, Features Intersected: CAMPBELL CREEK, Facility Carried by Structure: JW MCLEAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: Good, Operating Rating: 48.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 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 minimum criteria, Length Of Structure Improvement: 1.97m (6.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $454,000, Roadway Improvement Cost: $45,000, Total Project Cost: $499,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6981, Location: 1.4 MI NE OF AL 10 (Lat: 31.713619, Lng: -85.566136), Route carried "on" structure: County highway 23, Year Built: 1960, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 165 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 180 (year 2037), Design Load: HS 15, Features Intersected: WILDCAT BRANCH, Facility Carried by Structure: SCONYERS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $280,000, Roadway Improvement Cost: $28,000, Total Project Cost: $308,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6981, Location: 1.4 MI NE OF AL 10 (Lat: 31.713619, Lng: -85.566136), Route carried "on" structure: County highway 23, Year Built: 1960, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 165 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 180 (year 2037), Design Load: HS 15, Features Intersected: WILDCAT BRANCH, Facility Carried by Structure: SCONYERS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $280,000, Roadway Improvement Cost: $28,000, Total Project Cost: $308,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6982, Location: 1.1 MI NE OF AL 10 (Lat: 31.712236, Lng: -85.569708), Route carried "on" structure: County highway 23, Year Built: 1960, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 155 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 170 (year 2037), Design Load: HS 15, Features Intersected: CAMPBELL CREEK, Facility Carried by Structure: SCONYERS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 47.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.24m (7.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $491,000, Roadway Improvement Cost: $49,000, Total Project Cost: $540,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6982, Location: 1.1 MI NE OF AL 10 (Lat: 31.712236, Lng: -85.569708), Route carried "on" structure: County highway 23, Year Built: 1960, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 155 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 170 (year 2037), Design Load: HS 15, Features Intersected: CAMPBELL CREEK, Facility Carried by Structure: SCONYERS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 47.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.24m (7.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $491,000, Roadway Improvement Cost: $49,000, Total Project Cost: $540,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10932, Location: 2.0 MI SE OF CO 15 (Lat: 31.664697, Lng: -85.588994), Route carried "on" structure: County highway 7, Year Built: 1973, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 60 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 80 (year 2037), Design Load: HS 15, Features Intersected: LITTLE JUDY 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), Skew: 3 degrees, 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: 78.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $359,000, Roadway Improvement Cost: $36,000, Total Project Cost: $395,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10932, Location: 2.0 MI SE OF CO 15 (Lat: 31.664697, Lng: -85.588994), Route carried "on" structure: County highway 7, Year Built: 1973, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 60 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 80 (year 2037), Design Load: HS 15, Features Intersected: LITTLE JUDY 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), Skew: 3 degrees, 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: 78.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $359,000, Roadway Improvement Cost: $36,000, Total Project Cost: $395,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10934, Location: .7 MI WEST OF CO 23 (Lat: 31.661564, Lng: -85.585672), Route carried "on" structure: County highway 8, Year Built: 1973, Status: Open, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 150 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 200 (year 2037), Design Load: HS 15, Features Intersected: LITTLE JUDY 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: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 43.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $564,000, Roadway Improvement Cost: $56,000, Total Project Cost: $620,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10934, Location: .7 MI WEST OF CO 23 (Lat: 31.661564, Lng: -85.585672), Route carried "on" structure: County highway 8, Year Built: 1973, Status: Open, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 150 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 200 (year 2037), Design Load: HS 15, Features Intersected: LITTLE JUDY 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: 5, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 43.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.32m (7.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $564,000, Roadway Improvement Cost: $56,000, Total Project Cost: $620,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12561, Location: 0.7 MI NW OF COUNTY 33 (Lat: 31.710583, Lng: -85.538417), Route carried "on" structure: County highway , Year Built: 1981, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 200 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 210 (year 2037), Design Load: HS 15, Features Intersected: CARPENTERS MILL CREEK, Facility Carried by Structure: CARPENTER MILL 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: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: 3.15m (10.33ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $583,000, Roadway Improvement Cost: $58,000, Total Project Cost: $641,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 12561, Location: 0.7 MI NW OF COUNTY 33 (Lat: 31.710583, Lng: -85.538417), Route carried "on" structure: County highway , Year Built: 1981, Status: Posted for load, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 200 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 210 (year 2037), Design Load: HS 15, Features Intersected: CARPENTERS MILL CREEK, Facility Carried by Structure: CARPENTER MILL 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: 4, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 39.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: 3.15m (10.33ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $583,000, Roadway Improvement Cost: $58,000, Total Project Cost: $641,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 1325, Location: .2 MI.E.PIKE LINE (Lat: 31.714689, Lng: -85.703497), Route carried "on" structure: State highway 10, Year Built: 1984, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 1,760 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 2,292 (year 2033), Design Load: HS 20, Features Intersected: PEA RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 301.657, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum 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: 8.52m (27.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,454,000, Roadway Improvement Cost: $245,000, Total Project Cost: $2,699,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1325, Location: .2 MI.E.PIKE LINE (Lat: 31.714689, Lng: -85.703497), Route carried "on" structure: State highway 10, Year Built: 1984, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 1,760 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 2,292 (year 2033), Design Load: HS 20, Features Intersected: PEA RIVER RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 301.657, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum 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: 8.52m (27.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,454,000, Roadway Improvement Cost: $245,000, Total Project Cost: $2,699,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13903, Location: .8 MI.E.BARBOUR #3 (Lat: 31.709717, Lng: -85.660867), Route carried "on" structure: State highway 10, Year Built: 1986, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,151 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 2,802 (year 2033), Design Load: HS 20, Features Intersected: THOMPSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 306.015, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 68.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.0 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: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $835,000, Roadway Improvement Cost: $84,000, Total Project Cost: $919,000 ( Estimate for 2022)
Structure Number: 13903, Location: .8 MI.E.BARBOUR #3 (Lat: 31.709717, Lng: -85.660867), Route carried "on" structure: State highway 10, Year Built: 1986, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 2,151 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 2,802 (year 2033), Design Load: HS 20, Features Intersected: THOMPSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 306.015, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 68.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.0 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: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $835,000, Roadway Improvement Cost: $84,000, Total Project Cost: $919,000 ( Estimate for 2022)
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Structure Number: 14193, Location: .6 MI.E.BARBOUR #5 (Lat: 31.711317, Lng: -85.686617), Route carried "on" structure: State highway 10, Year Built: 1987, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 1,760 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 2,292 (year 2033), Design Load: HS 20, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 303.435, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum 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: 7.29m (23.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,099,000, Roadway Improvement Cost: $210,000, Total Project Cost: $2,309,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14193, Location: .6 MI.E.BARBOUR #5 (Lat: 31.711317, Lng: -85.686617), Route carried "on" structure: State highway 10, Year Built: 1987, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 1,760 (year 2013), Truck Traffic: 20%, Average Future Daily Traffic: 2,292 (year 2033), Design Load: HS 20, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 303.435, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum 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: 7.29m (23.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,099,000, Roadway Improvement Cost: $210,000, Total Project Cost: $2,309,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14362, Location: 600' S PINEHILL DRIVE (Lat: 30.999278, Lng: -87.479650), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 526 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 789 (year 2039), Design Load: HS 20, Features Intersected: PINE BARREN WATER SHED, Facility Carried by Structure: MEDICAL PARK DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.119, Lanes on structure: 2, Owner: City or Municipal 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: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 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: Better than present minimum criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $334,000, Roadway Improvement Cost: $33,000, Total Project Cost: $367,000 ( Estimate for 2022)
Structure Number: 14362, Location: 600' S PINEHILL DRIVE (Lat: 30.999278, Lng: -87.479650), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 526 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 789 (year 2039), Design Load: HS 20, Features Intersected: PINE BARREN WATER SHED, Facility Carried by Structure: MEDICAL PARK DR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.119, Lanes on structure: 2, Owner: City or Municipal 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: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 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: Better than present minimum criteria, Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $334,000, Roadway Improvement Cost: $33,000, Total Project Cost: $367,000 ( Estimate for 2022)
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Structure Number: 14363, Location: 1.1 MI W JCT AL-19 (Lat: 34.180278, Lng: -88.081083), Route carried "on" structure: Interstate 22, Year Built: 1958, Year Reconstructed: 1988, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 11,620 (year 2013), Truck Traffic: 33%, Average Future Daily Traffic: 15,743 (year 2040), Design Load: HS 20, Features Intersected: Broadtree Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.514, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.9 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 desirable criteria, Length Of Structure Improvement: 3.27m (10.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $3,513,000, Roadway Improvement Cost: $351,000, Total Project Cost: $3,864,000 ( Estimate for 2022)
Structure Number: 14363, Location: 1.1 MI W JCT AL-19 (Lat: 34.180278, Lng: -88.081083), Route carried "on" structure: Interstate 22, Year Built: 1958, Year Reconstructed: 1988, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 11,620 (year 2013), Truck Traffic: 33%, Average Future Daily Traffic: 15,743 (year 2040), Design Load: HS 20, Features Intersected: Broadtree Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.514, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.9 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 desirable criteria, Length Of Structure Improvement: 3.27m (10.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $3,513,000, Roadway Improvement Cost: $351,000, Total Project Cost: $3,864,000 ( Estimate for 2022)
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Structure Number: 14364, Location: 2.0 MI NE OF JCT US NO 11 (Lat: 33.255300, Lng: -87.160736), Route carried "on" structure: County highway 420, Year Built: 1988, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 700 (year 2019), Average Future Daily Traffic: 770 (year 2039), Design Load: HS 20, Features Intersected: DAVIS CREEK, Facility Carried by Structure: WOODLAND LAKE 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $281,000, Roadway Improvement Cost: $28,000, Total Project Cost: $309,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14364, Location: 2.0 MI NE OF JCT US NO 11 (Lat: 33.255300, Lng: -87.160736), Route carried "on" structure: County highway 420, Year Built: 1988, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 700 (year 2019), Average Future Daily Traffic: 770 (year 2039), Design Load: HS 20, Features Intersected: DAVIS CREEK, Facility Carried by Structure: WOODLAND LAKE 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $281,000, Roadway Improvement Cost: $28,000, Total Project Cost: $309,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14382, Location: 0.8 MI.S.AL.154 (Lat: 31.796667, Lng: -87.946667), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 100 (year 1995), Average Future Daily Traffic: 110 (year 2041), Design Load: HS 20, Features Intersected: WELLS CREEK RELIEF, Facility Carried by Structure: WEBB ROAD
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), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.3m (4.3ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 35.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $20,000, Total Project Cost: $215,000 ( Estimate for 2022), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 14382, Location: 0.8 MI.S.AL.154 (Lat: 31.796667, Lng: -87.946667), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 100 (year 1995), Average Future Daily Traffic: 110 (year 2041), Design Load: HS 20, Features Intersected: WELLS CREEK RELIEF, Facility Carried by Structure: WEBB ROAD
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), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.3m (4.3ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 35.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $20,000, Total Project Cost: $215,000 ( Estimate for 2022), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 14622, Location: LEEMAN FERRY AT DRAKE AVE (Lat: 34.705228, Lng: -86.591639), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 7,400 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 10,360 (year 2039), Design Load: H 20, Features Intersected: Drainage Culvert, Facility Carried by Structure: LEEMAN FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Culverts: Good, Operating Rating: 44.0 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: Better than present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $3,650,000, Roadway Improvement Cost: $365,000, Total Project Cost: $4,015,000 ( Estimate for 2022)
Structure Number: 14622, Location: LEEMAN FERRY AT DRAKE AVE (Lat: 34.705228, Lng: -86.591639), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 7,400 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 10,360 (year 2039), Design Load: H 20, Features Intersected: Drainage Culvert, Facility Carried by Structure: LEEMAN FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Culverts: Good, Operating Rating: 44.0 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: Better than present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $3,650,000, Roadway Improvement Cost: $365,000, Total Project Cost: $4,015,000 ( Estimate for 2022)
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Structure Number: 14623, Location: 0.4 MI E JCT I65 * SR 91 (Lat: 33.948153, Lng: -86.860014), Route carried "on" structure: State highway 91, Year Built: 1988, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 1,467 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,054 (year 2040), Design Load: HS 20, Features Intersected: MARIOT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.309, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.71m (15.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,422,000, Roadway Improvement Cost: $142,000, Total Project Cost: $1,564,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14623, Location: 0.4 MI E JCT I65 * SR 91 (Lat: 33.948153, Lng: -86.860014), Route carried "on" structure: State highway 91, Year Built: 1988, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 1,467 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,054 (year 2040), Design Load: HS 20, Features Intersected: MARIOT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.309, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.71m (15.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,422,000, Roadway Improvement Cost: $142,000, Total Project Cost: $1,564,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14627, Location: 0.8 MI S AL 76 (Lat: 33.284647, Lng: -86.301147), Route carried "on" structure: County highway 103, Year Built: 1988, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 710 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 955 (year 2038), Design Load: HS 20, Features Intersected: TALLASEEHATCHEE 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), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 7.01m (23.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: October 2021, Underwater Inspection Date: May 2020, Bridge Improvement Cost: $1,250,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,375,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14627, Location: 0.8 MI S AL 76 (Lat: 33.284647, Lng: -86.301147), Route carried "on" structure: County highway 103, Year Built: 1988, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 710 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 955 (year 2038), Design Load: HS 20, Features Intersected: TALLASEEHATCHEE 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), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 7.01m (23.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: October 2021, Underwater Inspection Date: May 2020, Bridge Improvement Cost: $1,250,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,375,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14642, Location: 1.2 MI S AL-19 (Lat: 34.130833, Lng: -88.058278), Route carried "on" structure: County highway 4, Year Built: 1988, Status: Open, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 350 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 960 (year 2040), Design Load: HS 20, Features Intersected: I-22, Facility Carried by Structure: CR-11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.338, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 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, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.79m (35.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,293,000, Roadway Improvement Cost: $229,000, Total Project Cost: $2,522,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14642, Location: 1.2 MI S AL-19 (Lat: 34.130833, Lng: -88.058278), Route carried "on" structure: County highway 4, Year Built: 1988, Status: Open, Structure Length: 9.85m (32.32ft), Average Daily Traffic: 350 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 960 (year 2040), Design Load: HS 20, Features Intersected: I-22, Facility Carried by Structure: CR-11
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.338, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 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, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.79m (35.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,293,000, Roadway Improvement Cost: $229,000, Total Project Cost: $2,522,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14644, Location: 2.8 MI W AL-171 (Lat: 34.095472, Lng: -88.013972), Route carried "on" structure: Interstate 22, Year Built: 1988, Status: Open, Structure Length: 27.40m (89.90ft), Average Daily Traffic: 5,665 (year 2018), Truck Traffic: 38%, Average Future Daily Traffic: 7,675 (year 2040), Design Load: HS 20, Features Intersected: Buttahatchee River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.561, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 9, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 41.5 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 27.40m (89.90ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2020, Underwater Inspection Date: April 2020, Bridge Improvement Cost: $10,146,000, Roadway Improvement Cost: $1,015,000, Total Project Cost: $11,161,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14644, Location: 2.8 MI W AL-171 (Lat: 34.095472, Lng: -88.013972), Route carried "on" structure: Interstate 22, Year Built: 1988, Status: Open, Structure Length: 27.40m (89.90ft), Average Daily Traffic: 5,665 (year 2018), Truck Traffic: 38%, Average Future Daily Traffic: 7,675 (year 2040), Design Load: HS 20, Features Intersected: Buttahatchee River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.561, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Number Of Approach Spans: 9, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 41.5 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 27.40m (89.90ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2020, Underwater Inspection Date: April 2020, Bridge Improvement Cost: $10,146,000, Roadway Improvement Cost: $1,015,000, Total Project Cost: $11,161,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14645, Location: 2.8 MI W OF AL-171 (Lat: 34.095778, Lng: -88.013972), Route carried "on" structure: Interstate 22, Year Built: 1988, Status: Open, Structure Length: 26.43m (86.71ft), Average Daily Traffic: 5,665 (year 2018), Truck Traffic: 38%, Average Future Daily Traffic: 7,675 (year 2040), Design Load: HS 20, Features Intersected: Buttahatchee River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.561, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 5, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 26.43m (86.71ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2020, Underwater Inspection Date: April 2020, Bridge Improvement Cost: $7,793,000, Roadway Improvement Cost: $779,000, Total Project Cost: $8,572,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14645, Location: 2.8 MI W OF AL-171 (Lat: 34.095778, Lng: -88.013972), Route carried "on" structure: Interstate 22, Year Built: 1988, Status: Open, Structure Length: 26.43m (86.71ft), Average Daily Traffic: 5,665 (year 2018), Truck Traffic: 38%, Average Future Daily Traffic: 7,675 (year 2040), Design Load: HS 20, Features Intersected: Buttahatchee River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.561, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Number Of Approach Spans: 5, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 26.43m (86.71ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2020, Underwater Inspection Date: April 2020, Bridge Improvement Cost: $7,793,000, Roadway Improvement Cost: $779,000, Total Project Cost: $8,572,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15062, Location: 0.9 MI NE OF AL 10 (Lat: 31.725967, Lng: -85.632836), Route carried "on" structure: County highway 1055, Year Built: 1990, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 30 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 40 (year 2037), Design Load: HS 20, Features Intersected: U.T. SAND CREEK, Facility Carried by Structure: ALEX SHIPMAN 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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 68.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.9 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: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $437,000, Roadway Improvement Cost: $44,000, Total Project Cost: $481,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 15062, Location: 0.9 MI NE OF AL 10 (Lat: 31.725967, Lng: -85.632836), Route carried "on" structure: County highway 1055, Year Built: 1990, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 30 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 40 (year 2037), Design Load: HS 20, Features Intersected: U.T. SAND CREEK, Facility Carried by Structure: ALEX SHIPMAN 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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 68.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.9 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: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $437,000, Roadway Improvement Cost: $44,000, Total Project Cost: $481,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 15561, Location: 0.9 MI. N. SR. 10 (Lat: 31.696133, Lng: -85.540950), Route carried "on" structure: State highway 131, Year Built: 1992, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 720 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 966 (year 2033), Design Load: HS 20, Features Intersected: SIKES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.447, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.29m (23.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,799,000, Roadway Improvement Cost: $180,000, Total Project Cost: $1,979,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 15561, Location: 0.9 MI. N. SR. 10 (Lat: 31.696133, Lng: -85.540950), Route carried "on" structure: State highway 131, Year Built: 1992, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 720 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 966 (year 2033), Design Load: HS 20, Features Intersected: SIKES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.447, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.29m (23.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,799,000, Roadway Improvement Cost: $180,000, Total Project Cost: $1,979,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18401, Location: 0.8 MI EAST CO RD 13 (Lat: 31.637036, Lng: -85.628756), Route carried "on" structure: County highway 1015, Year Built: 2003, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 40 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 60 (year 2037), Design Load: HS 20, Features Intersected: JUDY CREEK, Facility Carried by Structure: DEWEY IVEY ROAD
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.016, 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: 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: Very good, Substructure: Very good, Channel: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal 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: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 18401, Location: 0.8 MI EAST CO RD 13 (Lat: 31.637036, Lng: -85.628756), Route carried "on" structure: County highway 1015, Year Built: 2003, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 40 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 60 (year 2037), Design Load: HS 20, Features Intersected: JUDY CREEK, Facility Carried by Structure: DEWEY IVEY ROAD
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.016, 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: 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: Very good, Substructure: Very good, Channel: Good, Operating Rating: 70.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal 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: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 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