Bridge Statistics for Fulton, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 633ft / 193mTotal length
- $73,259,000Total costs
- 127,109Total average daily traffic
- 16,674Total average daily truck traffic
- 180,444Total future (year 2021) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Fulton
- No street view available for this location
- New bridges - historical statistics
- 31920-1929
- 11930-1939
- 31940-1949
- 11950-1959
- 31960-1969
- 21970-1979
- 51980-1989
- 41990-1999
- Reconstructed bridges - Historical Statistics
- 31970-1979
- 41980-1989
- Bridge Condition - Deck
- 10.0%Very good
- 40.0%Good
- 20.0%Satisfactory
- 30.0%Fair
- Bridge Condition - Superstructure
- 10.0%Excellent
- 20.0%Very good
- 30.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Substructure
- 30.0%Very good
- 30.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Channel
- 21.1%Very good
- 42.1%Good
- 31.6%Satisfactory
- 5.3%Fair
- Bridge Condition - Culverts
- 8.3%Very good
- 66.7%Good
- 25.0%Satisfactory
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Structure Number: 3214, Location: 0.5 MI S DETROIT (Lat: 34.021600, Lng: -88.183533), Route carried "on" structure: State highway 17, Year Built: 1948, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,867 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,412 (year 2033), Design Load: H 15, Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 423.665, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $318,000, Roadway Improvement Cost: $32,000, Total Project Cost: $350,000 ( Estimate for 2022)
Structure Number: 3214, Location: 0.5 MI S DETROIT (Lat: 34.021600, Lng: -88.183533), Route carried "on" structure: State highway 17, Year Built: 1948, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,867 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,412 (year 2033), Design Load: H 15, Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 423.665, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $318,000, Roadway Improvement Cost: $32,000, Total Project Cost: $350,000 ( Estimate for 2022)
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Structure Number: 3241, Location: 1.21 MI.E DICKINSON (Lat: 31.766908, Lng: -87.692519), Route carried "on" structure: County highway 30, Year Built: 1991, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 450 (year 1995), Truck Traffic: 1%, Average Future Daily Traffic: 675 (year 2042), Design Load: HS 20, Features Intersected: LITTLE BASSETT 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 42.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,233,000, Roadway Improvement Cost: $123,000, Total Project Cost: $1,356,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3241, Location: 1.21 MI.E DICKINSON (Lat: 31.766908, Lng: -87.692519), Route carried "on" structure: County highway 30, Year Built: 1991, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 450 (year 1995), Truck Traffic: 1%, Average Future Daily Traffic: 675 (year 2042), Design Load: HS 20, Features Intersected: LITTLE BASSETT 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 42.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,233,000, Roadway Improvement Cost: $123,000, Total Project Cost: $1,356,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6724, Location: CITY OF PIEDMONT (Lat: 33.921011, Lng: -85.626169), Route carried "on" structure: State highway 21, Year Built: 1959, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 5,100 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 7,140 (year 2039), Design Load: HS 20, Features Intersected: PED./BICYCLE- LADIGA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 448.363, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 11.04m (36.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $2,272,000, Roadway Improvement Cost: $227,000, Total Project Cost: $2,499,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6724, Location: CITY OF PIEDMONT (Lat: 33.921011, Lng: -85.626169), Route carried "on" structure: State highway 21, Year Built: 1959, Status: Open, Structure Length: 10.12m (33.20ft), Average Daily Traffic: 5,100 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 7,140 (year 2039), Design Load: HS 20, Features Intersected: PED./BICYCLE- LADIGA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 448.363, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 11.04m (36.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $2,272,000, Roadway Improvement Cost: $227,000, Total Project Cost: $2,499,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7963, Location: 0.44 MI.SW JCT.CO09*CO.24 (Lat: 31.830000, Lng: -87.751667), Route carried "on" structure: County highway 24, Year Built: 1963, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 225 (year 1992), Truck Traffic: 5%, Average Future Daily Traffic: 250 (year 2021), Design Load: H 15, Features Intersected: STREAM
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: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $277,000, Roadway Improvement Cost: $28,000, Total Project Cost: $305,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7963, Location: 0.44 MI.SW JCT.CO09*CO.24 (Lat: 31.830000, Lng: -87.751667), Route carried "on" structure: County highway 24, Year Built: 1963, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 225 (year 1992), Truck Traffic: 5%, Average Future Daily Traffic: 250 (year 2021), Design Load: H 15, Features Intersected: STREAM
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: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $277,000, Roadway Improvement Cost: $28,000, Total Project Cost: $305,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8075, Location: 9.8 MI. W OF THOMASVILLE (Lat: 31.823153, Lng: -87.806389), Route carried "on" structure: State highway 154, Year Built: 1963, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 310 (year 2013), Truck Traffic: 22%, Average Future Daily Traffic: 378 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.716, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 76.7 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: Equal to present minimum criteria, Length Of Structure Improvement: 1.29m (4.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $31,000, Total Project Cost: $344,000 ( Estimate for 2022)
Structure Number: 8075, Location: 9.8 MI. W OF THOMASVILLE (Lat: 31.823153, Lng: -87.806389), Route carried "on" structure: State highway 154, Year Built: 1963, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 310 (year 2013), Truck Traffic: 22%, Average Future Daily Traffic: 378 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.716, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 76.7 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: Equal to present minimum criteria, Length Of Structure Improvement: 1.29m (4.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $31,000, Total Project Cost: $344,000 ( Estimate for 2022)
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Structure Number: 11413, Location: .3 MI. S. OF GREENWOOD (Lat: 31.775631, Lng: -87.760997), Route carried "on" structure: US 43, Year Built: 1975, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 8,710 (year 2013), Truck Traffic: 22%, Average Future Daily Traffic: 11,189 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.179, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,715,000, Roadway Improvement Cost: $172,000, Total Project Cost: $1,887,000 ( Estimate for 2022)
Structure Number: 11413, Location: .3 MI. S. OF GREENWOOD (Lat: 31.775631, Lng: -87.760997), Route carried "on" structure: US 43, Year Built: 1975, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 8,710 (year 2013), Truck Traffic: 22%, Average Future Daily Traffic: 11,189 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 131.179, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,715,000, Roadway Improvement Cost: $172,000, Total Project Cost: $1,887,000 ( Estimate for 2022)
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Structure Number: 12127, Location: 2 MI S OF FULTON (Lat: 31.760000, Lng: -87.741667), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 150 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2038), Design Load: HS 20, Features Intersected: POGUE CREEK, Facility Carried by Structure: WALKER ROAD
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: 87.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $445,000, Roadway Improvement Cost: $45,000, Total Project Cost: $490,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12127, Location: 2 MI S OF FULTON (Lat: 31.760000, Lng: -87.741667), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 150 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 160 (year 2038), Design Load: HS 20, Features Intersected: POGUE CREEK, Facility Carried by Structure: WALKER ROAD
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: 87.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $445,000, Roadway Improvement Cost: $45,000, Total Project Cost: $490,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12465, Location: 1.4 MI. S. OF THOMASVILLE (Lat: 31.835000, Lng: -87.748333), Route carried "on" structure: US 43, Year Built: 1939, Year Reconstructed: 1981, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 8,520 (year 2013), Truck Traffic: 22%, Average Future Daily Traffic: 10,945 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 138.743, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), 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: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,021,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,123,000 ( Estimate for 2022)
Structure Number: 12465, Location: 1.4 MI. S. OF THOMASVILLE (Lat: 31.835000, Lng: -87.748333), Route carried "on" structure: US 43, Year Built: 1939, Year Reconstructed: 1981, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 8,520 (year 2013), Truck Traffic: 22%, Average Future Daily Traffic: 10,945 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 138.743, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), 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: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,021,000, Roadway Improvement Cost: $102,000, Total Project Cost: $1,123,000 ( Estimate for 2022)
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Structure Number: 12551, Location: 2.7 MI. S. OF THOMASVILLE (Lat: 31.816667, Lng: -87.751667), Route carried "on" structure: US 43, Year Built: 1981, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 8,520 (year 2013), Truck Traffic: 22%, Average Future Daily Traffic: 10,945 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 136.719, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.02m (6.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,689,000, Roadway Improvement Cost: $269,000, Total Project Cost: $2,958,000 ( Estimate for 2022)
Structure Number: 12551, Location: 2.7 MI. S. OF THOMASVILLE (Lat: 31.816667, Lng: -87.751667), Route carried "on" structure: US 43, Year Built: 1981, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 8,520 (year 2013), Truck Traffic: 22%, Average Future Daily Traffic: 10,945 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 136.719, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.02m (6.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,689,000, Roadway Improvement Cost: $269,000, Total Project Cost: $2,958,000 ( Estimate for 2022)
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Structure Number: 12647, Location: 0.13 MI.S DICKINSON (Lat: 31.770000, Lng: -87.720000), Route carried "on" structure: County highway 27, Year Built: 1924, Year Reconstructed: 1982, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 950 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 1,000 (year 2041), Design Load: HS 20, Features Intersected: BASSETT CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: Very good, Culverts: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $688,000, Roadway Improvement Cost: $69,000, Total Project Cost: $757,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 12647, Location: 0.13 MI.S DICKINSON (Lat: 31.770000, Lng: -87.720000), Route carried "on" structure: County highway 27, Year Built: 1924, Year Reconstructed: 1982, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 950 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 1,000 (year 2041), Design Load: HS 20, Features Intersected: BASSETT CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: Very good, Culverts: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $688,000, Roadway Improvement Cost: $69,000, Total Project Cost: $757,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13081, Location: 0.24 MI.S.DICKINSON (Lat: 31.767567, Lng: -87.719739), Route carried "on" structure: County highway 27, Year Built: 1924, Year Reconstructed: 1984, Status: Open, Structure Length: 12.47m (40.91ft), Average Daily Traffic: 950 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 1,000 (year 2039), Design Load: HS 20, Features Intersected: BASSETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 9, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 13.31m (43.67ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: December 2020, Underwater Inspection Date: May 2019, Bridge Improvement Cost: $2,738,000, Roadway Improvement Cost: $274,000, Total Project Cost: $3,012,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up
Structure Number: 13081, Location: 0.24 MI.S.DICKINSON (Lat: 31.767567, Lng: -87.719739), Route carried "on" structure: County highway 27, Year Built: 1924, Year Reconstructed: 1984, Status: Open, Structure Length: 12.47m (40.91ft), Average Daily Traffic: 950 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 1,000 (year 2039), Design Load: HS 20, Features Intersected: BASSETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 9, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 13.31m (43.67ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: December 2020, Underwater Inspection Date: May 2019, Bridge Improvement Cost: $2,738,000, Roadway Improvement Cost: $274,000, Total Project Cost: $3,012,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Membrane: Built-up
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Structure Number: 14282, Location: FULTON (Lat: 31.786697, Lng: -87.728700), Route carried "on" structure: State highway 178, Year Built: 1987, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 2,260 (year 2013), Truck Traffic: 17%, Average Future Daily Traffic: 2,758 (year 2033), Design Load: HS 20, Features Intersected: BASSETTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.873, 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: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.75m (25.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,178,000, Roadway Improvement Cost: $218,000, Total Project Cost: $2,396,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14282, Location: FULTON (Lat: 31.786697, Lng: -87.728700), Route carried "on" structure: State highway 178, Year Built: 1987, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 2,260 (year 2013), Truck Traffic: 17%, Average Future Daily Traffic: 2,758 (year 2033), Design Load: HS 20, Features Intersected: BASSETTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.873, 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: 4, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.75m (25.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $2,178,000, Roadway Improvement Cost: $218,000, Total Project Cost: $2,396,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14341, Location: BASSETTS CREEK (Lat: 31.770000, Lng: -87.755000), Route carried "on" structure: County highway , Year Built: 1947, Year Reconstructed: 1988, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 175 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 190 (year 2038), Design Load: H 15, Features Intersected: POGUE CREEK, Facility Carried by Structure: OLD FULTON RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.3 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: April 2021, Bridge Improvement Cost: $317,000, Roadway Improvement Cost: $32,000, Total Project Cost: $349,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 14341, Location: BASSETTS CREEK (Lat: 31.770000, Lng: -87.755000), Route carried "on" structure: County highway , Year Built: 1947, Year Reconstructed: 1988, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 175 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 190 (year 2038), Design Load: H 15, Features Intersected: POGUE CREEK, Facility Carried by Structure: OLD FULTON RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.3 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: April 2021, Bridge Improvement Cost: $317,000, Roadway Improvement Cost: $32,000, Total Project Cost: $349,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 14635, Location: 1.0 MI W ACMAR P O (Lat: 33.619103, Lng: -86.516508), Route carried "on" structure: County highway 118, Year Built: 1988, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 400 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 586 (year 2029), Design Load: HS 20, Features Intersected: MIDDLE BLACK CREEK, Facility Carried by Structure: ST CLAIR CO HWY11
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: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.54m (8.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $764,000, Roadway Improvement Cost: $76,000, Total Project Cost: $840,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14635, Location: 1.0 MI W ACMAR P O (Lat: 33.619103, Lng: -86.516508), Route carried "on" structure: County highway 118, Year Built: 1988, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 400 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 586 (year 2029), Design Load: HS 20, Features Intersected: MIDDLE BLACK CREEK, Facility Carried by Structure: ST CLAIR CO HWY11
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: 4, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.54m (8.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $764,000, Roadway Improvement Cost: $76,000, Total Project Cost: $840,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14682, Location: 11 MI. E. OF BUTLER (Lat: 32.128933, Lng: -88.042803), Route carried "on" structure: State highway 10, Year Built: 1989, Status: Open, Structure Length: 121.62m (399.02ft), Average Daily Traffic: 2,220 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 2,891 (year 2033), Design Load: HS 20, Features Intersected: TOMBIGBEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.942, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Navigation Control: Yes ( Vertical Clearance: 12.2m (40.0ft), Horizontal Clearance: 114.3m (375.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 39, Length of Maximum Span: 114.3m (375.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 121.62m (399.02ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2021, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $35,860,000, Roadway Improvement Cost: $3,586,000, Total Project Cost: $39,446,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14682, Location: 11 MI. E. OF BUTLER (Lat: 32.128933, Lng: -88.042803), Route carried "on" structure: State highway 10, Year Built: 1989, Status: Open, Structure Length: 121.62m (399.02ft), Average Daily Traffic: 2,220 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 2,891 (year 2033), Design Load: HS 20, Features Intersected: TOMBIGBEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 45.942, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Navigation Control: Yes ( Vertical Clearance: 12.2m (40.0ft), Horizontal Clearance: 114.3m (375.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 39, Length of Maximum Span: 114.3m (375.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 121.62m (399.02ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2021, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $35,860,000, Roadway Improvement Cost: $3,586,000, Total Project Cost: $39,446,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14683, Location: 1.8MI.W.OF DARLINGTON (Lat: 31.988239, Lng: -87.161133), Route carried "on" structure: State highway 28, Year Built: 1989, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,080 (year 2013), Truck Traffic: 18%, Average Future Daily Traffic: 1,455 (year 2033), Design Load: HS 20, Features Intersected: LITTLE WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 147.738, Lanes on structure: 2, Base Highway Network: Yes, 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: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.1 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: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $721,000, Roadway Improvement Cost: $72,000, Total Project Cost: $793,000 ( Estimate for 2022)
Structure Number: 14683, Location: 1.8MI.W.OF DARLINGTON (Lat: 31.988239, Lng: -87.161133), Route carried "on" structure: State highway 28, Year Built: 1989, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 1,080 (year 2013), Truck Traffic: 18%, Average Future Daily Traffic: 1,455 (year 2033), Design Load: HS 20, Features Intersected: LITTLE WOLF CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 147.738, Lanes on structure: 2, Base Highway Network: Yes, 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: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.1 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: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $721,000, Roadway Improvement Cost: $72,000, Total Project Cost: $793,000 ( Estimate for 2022)
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Structure Number: 14705, Location: 1.4 MI. W. OF PRARIE EDEN (Lat: 32.560000, Lng: -87.630000), Route carried "on" structure: County highway 10, Year Built: 1949, Year Reconstructed: 1989, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 150 (year 1991), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2031), Design Load: H 15, Features Intersected: BIG PRARIE CREEK TRIB.
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: 2.7m (8.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 83.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $383,000, Roadway Improvement Cost: $38,000, Total Project Cost: $421,000 ( Estimate for 2022)
Structure Number: 14705, Location: 1.4 MI. W. OF PRARIE EDEN (Lat: 32.560000, Lng: -87.630000), Route carried "on" structure: County highway 10, Year Built: 1949, Year Reconstructed: 1989, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 150 (year 1991), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2031), Design Load: H 15, Features Intersected: BIG PRARIE CREEK TRIB.
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: 2.7m (8.9ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 83.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $383,000, Roadway Improvement Cost: $38,000, Total Project Cost: $421,000 ( Estimate for 2022)
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Structure Number: 15494, Location: 2.4 MI E CR 7 (Lat: 32.348725, Lng: -86.845228), Route carried "on" structure: County highway 462, Year Built: 1925, Year Reconstructed: 1992, Status: Posted for load, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 50 (year 2012), Average Future Daily Traffic: 60 (year 2042), Design Load: H 10, Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), 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: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 24.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.46m (11.35ft), 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: $379,000, Roadway Improvement Cost: $38,000, Total Project Cost: $417,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 15494, Location: 2.4 MI E CR 7 (Lat: 32.348725, Lng: -86.845228), Route carried "on" structure: County highway 462, Year Built: 1925, Year Reconstructed: 1992, Status: Posted for load, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 50 (year 2012), Average Future Daily Traffic: 60 (year 2042), Design Load: H 10, Features Intersected: CAMP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), 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: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 24.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 3.46m (11.35ft), 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: $379,000, Roadway Improvement Cost: $38,000, Total Project Cost: $417,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 15495, Location: 3.8 MI E INT RT 215 * 226 (Lat: 32.236819, Lng: -88.198969), Route carried "on" structure: County highway 215, Year Built: 1992, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 2,300 (year 1996), Truck Traffic: 25%, Average Future Daily Traffic: 2,266 (year 2036), Design Load: HS 20, Features Intersected: CLEAR CREEK, Facility Carried by Structure: CO RD 32
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, 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: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.28m (27.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,704,000, Roadway Improvement Cost: $170,000, Total Project Cost: $1,874,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 15495, Location: 3.8 MI E INT RT 215 * 226 (Lat: 32.236819, Lng: -88.198969), Route carried "on" structure: County highway 215, Year Built: 1992, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 2,300 (year 1996), Truck Traffic: 25%, Average Future Daily Traffic: 2,266 (year 2036), Design Load: HS 20, Features Intersected: CLEAR CREEK, Facility Carried by Structure: CO RD 32
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, 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: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.28m (27.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,704,000, Roadway Improvement Cost: $170,000, Total Project Cost: $1,874,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15503, Location: 0.7 MI N US 45 (Lat: 30.748253, Lng: -88.099133), Route carried "on" structure: Interstate 65, Year Built: 1965, Year Reconstructed: 1992, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 80,762 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 121,143 (year 2038), Design Load: HS 20, Features Intersected: ILLINOIS CENTRAL GULF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.721, Lanes on structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 47.2m (154.9ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 47.2m (154.9ft), Out-to-Out Width: 49.2m (161.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 41.7 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.01m (26.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $8,846,000, Roadway Improvement Cost: $885,000, Total Project Cost: $9,731,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 15503, Location: 0.7 MI N US 45 (Lat: 30.748253, Lng: -88.099133), Route carried "on" structure: Interstate 65, Year Built: 1965, Year Reconstructed: 1992, Status: Open, Structure Length: 6.98m (22.90ft), Average Daily Traffic: 80,762 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 121,143 (year 2038), Design Load: HS 20, Features Intersected: ILLINOIS CENTRAL GULF RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.721, Lanes on structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 47.2m (154.9ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 47.2m (154.9ft), Out-to-Out Width: 49.2m (161.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 41.7 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.01m (26.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $8,846,000, Roadway Improvement Cost: $885,000, Total Project Cost: $9,731,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15522, Location: 0.4 MI S OF SORREL ROAD (Lat: 30.518211, Lng: -88.107206), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 2.08m (6.82ft), Average Daily Traffic: 1,010 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,501 (year 2040), Design Load: HS 20, Features Intersected: SOUTH FORK DEER RIVER, Facility Carried by Structure: DAUPHIN IS.PKWY S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.399, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2020, Underwater Inspection Date: May 2020, Bridge Improvement Cost: $546,000, Roadway Improvement Cost: $55,000, Total Project Cost: $601,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 15522, Location: 0.4 MI S OF SORREL ROAD (Lat: 30.518211, Lng: -88.107206), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 2.08m (6.82ft), Average Daily Traffic: 1,010 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,501 (year 2040), Design Load: HS 20, Features Intersected: SOUTH FORK DEER RIVER, Facility Carried by Structure: DAUPHIN IS.PKWY S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.399, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2020, Underwater Inspection Date: May 2020, Bridge Improvement Cost: $546,000, Roadway Improvement Cost: $55,000, Total Project Cost: $601,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 17054, Location: DICKINSON, AL (Lat: 31.771225, Lng: -87.716942), Route carried "on" structure: County highway 27, Year Built: 1998, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 950 (year 1995), Average Future Daily Traffic: 1,100 (year 2039), Design Load: HS 20, Features Intersected: SOUTHERN RAILROAD
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 55.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,191,000, Roadway Improvement Cost: $119,000, Total Project Cost: $1,310,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17054, Location: DICKINSON, AL (Lat: 31.771225, Lng: -87.716942), Route carried "on" structure: County highway 27, Year Built: 1998, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 950 (year 1995), Average Future Daily Traffic: 1,100 (year 2039), Design Load: HS 20, Features Intersected: SOUTHERN RAILROAD
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 55.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,191,000, Roadway Improvement Cost: $119,000, Total Project Cost: $1,310,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place