Bridge Statistics for Dutton, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 226ft / 69.4mTotal length
- $19,213,000Total costs
- 25,355Total average daily traffic
- 1,195Total average daily truck traffic
- 34,757Total future (year 2030) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Dutton
- No street view available for this location
- New bridges - historical statistics
- 51930-1939
- 21940-1949
- 11950-1959
- 41960-1969
- 41970-1979
- 11990-1999
- 62010-2019
- 12020-2022
- Bridge Condition - Deck
- 17.6%Excellent
- 5.9%Very good
- 35.3%Good
- 23.5%Satisfactory
- 17.6%Fair
- Bridge Condition - Superstructure
- 23.5%Excellent
- 5.9%Very good
- 11.8%Good
- 35.3%Satisfactory
- 23.5%Fair
- Bridge Condition - Substructure
- 23.5%Excellent
- 17.6%Good
- 35.3%Satisfactory
- 11.8%Fair
- 5.9%Poor
- 5.9%Serious
- Bridge Condition - Channel
- 12.5%Excellent
- 4.2%Very good
- 16.7%Good
- 58.3%Satisfactory
- 4.2%Fair
- 4.2%Poor
- Bridge Condition - Culverts
- 28.6%Excellent
- 42.9%Good
- 28.6%Fair
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Structure Number: 914, Location: 0.2 MI E JCT CR 18 (Lat: 34.601925, Lng: -85.927308), Route carried "on" structure: County highway 451, Year Built: 1931, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 25 (year 1989), Truck Traffic: 1%, Average Future Daily Traffic: 77 (year 2040), Design Load: H 15, Features Intersected: UNNAMED CREEK
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), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.54m (8.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $401,000, Roadway Improvement Cost: $40,000, Total Project Cost: $441,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 914, Location: 0.2 MI E JCT CR 18 (Lat: 34.601925, Lng: -85.927308), Route carried "on" structure: County highway 451, Year Built: 1931, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 25 (year 1989), Truck Traffic: 1%, Average Future Daily Traffic: 77 (year 2040), Design Load: H 15, Features Intersected: UNNAMED CREEK
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), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.54m (8.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $401,000, Roadway Improvement Cost: $40,000, Total Project Cost: $441,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 1046, Location: 1.35 W FAS 02 (Lat: 34.582947, Lng: -85.935422), Route carried "on" structure: County highway 395, Year Built: 1933, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 145 (year 1990), Truck Traffic: 4%, Average Future Daily Traffic: 182 (year 2040), Design Load: H 15, Features Intersected: KIRBY CREEK
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: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $298,000, Roadway Improvement Cost: $30,000, Total Project Cost: $328,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 1046, Location: 1.35 W FAS 02 (Lat: 34.582947, Lng: -85.935422), Route carried "on" structure: County highway 395, Year Built: 1933, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 145 (year 1990), Truck Traffic: 4%, Average Future Daily Traffic: 182 (year 2040), Design Load: H 15, Features Intersected: KIRBY CREEK
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: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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, Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $298,000, Roadway Improvement Cost: $30,000, Total Project Cost: $328,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 1093, Location: 0.8 MI.SE.AL.71 (Lat: 34.609533, Lng: -85.898075), Route carried "on" structure: County highway 16, Year Built: 1934, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 300 (year 1989), Truck Traffic: 4%, Average Future Daily Traffic: 382 (year 2040), Design Load: H 15, Features Intersected: KIRBY BRANCH
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: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.54m (8.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $401,000, Roadway Improvement Cost: $40,000, Total Project Cost: $441,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 1093, Location: 0.8 MI.SE.AL.71 (Lat: 34.609533, Lng: -85.898075), Route carried "on" structure: County highway 16, Year Built: 1934, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 300 (year 1989), Truck Traffic: 4%, Average Future Daily Traffic: 382 (year 2040), Design Load: H 15, Features Intersected: KIRBY BRANCH
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: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.54m (8.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $401,000, Roadway Improvement Cost: $40,000, Total Project Cost: $441,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 2042, Location: 0.75 MILE S OF QUINTOWN (Lat: 33.626950, Lng: -87.091569), Route carried "on" structure: County highway 81, Year Built: 1939, Status: Open, Structure Length: 2.30m (7.55ft), Average Daily Traffic: 2,560 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 3,025 (year 2040), Features Intersected: SKELTON CREEK, Facility Carried by Structure: FLAT TOP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.3m (27.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.13m (10.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $622,000, Roadway Improvement Cost: $62,000, Total Project Cost: $684,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2042, Location: 0.75 MILE S OF QUINTOWN (Lat: 33.626950, Lng: -87.091569), Route carried "on" structure: County highway 81, Year Built: 1939, Status: Open, Structure Length: 2.30m (7.55ft), Average Daily Traffic: 2,560 (year 2020), Truck Traffic: 25%, Average Future Daily Traffic: 3,025 (year 2040), Features Intersected: SKELTON CREEK, Facility Carried by Structure: FLAT TOP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.3m (27.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.13m (10.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $622,000, Roadway Improvement Cost: $62,000, Total Project Cost: $684,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2075, Location: 0.7 MI E CO RD 1240 (Lat: 34.702783, Lng: -86.494800), Route carried "on" structure: County highway 332, Year Built: 1939, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 794 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 955 (year 2040), Design Load: H 15, Features Intersected: DUG HILL BRANCH, Facility Carried by Structure: DUG HILL RD
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), Skew: 6 degrees, Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.95m (9.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $750,000, Roadway Improvement Cost: $75,000, Total Project Cost: $825,000 ( Estimate for 2022)
Structure Number: 2075, Location: 0.7 MI E CO RD 1240 (Lat: 34.702783, Lng: -86.494800), Route carried "on" structure: County highway 332, Year Built: 1939, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 794 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 955 (year 2040), Design Load: H 15, Features Intersected: DUG HILL BRANCH, Facility Carried by Structure: DUG HILL RD
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), Skew: 6 degrees, Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.95m (9.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $750,000, Roadway Improvement Cost: $75,000, Total Project Cost: $825,000 ( Estimate for 2022)
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Structure Number: 2145, Location: SEC 10,T10N,R20E (Lat: 31.852975, Lng: -86.033786), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 150 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 170 (year 2035), Design Load: HS 20, Features Intersected: BEEMAN CREEK, Facility Carried by Structure: COUNTY ROAD 1177
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 73.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.9 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,344,000, Roadway Improvement Cost: $134,000, Total Project Cost: $1,478,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 2145, Location: SEC 10,T10N,R20E (Lat: 31.852975, Lng: -86.033786), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 150 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 170 (year 2035), Design Load: HS 20, Features Intersected: BEEMAN CREEK, Facility Carried by Structure: COUNTY ROAD 1177
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 73.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.9 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,344,000, Roadway Improvement Cost: $134,000, Total Project Cost: $1,478,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 2793, Location: 0.45 MI SE JCT SR 71 (Lat: 34.618342, Lng: -85.890969), Route carried "on" structure: County highway 73, Year Built: 1944, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 65 (year 1989), Truck Traffic: 2%, Average Future Daily Traffic: 162 (year 2040), Design Load: H 15, Features Intersected: KIRBY CREEK, Facility Carried by Structure: Co Rd 59
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: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.51m (4.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $311,000, Roadway Improvement Cost: $31,000, Total Project Cost: $342,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2793, Location: 0.45 MI SE JCT SR 71 (Lat: 34.618342, Lng: -85.890969), Route carried "on" structure: County highway 73, Year Built: 1944, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 65 (year 1989), Truck Traffic: 2%, Average Future Daily Traffic: 162 (year 2040), Design Load: H 15, Features Intersected: KIRBY CREEK, Facility Carried by Structure: Co Rd 59
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: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.51m (4.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $311,000, Roadway Improvement Cost: $31,000, Total Project Cost: $342,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3304, Location: 3.5 MI S JCT SR40 * SR71 (Lat: 34.600183, Lng: -85.934689), Route carried "on" structure: State highway 71, Year Built: 1948, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,527 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 2,138 (year 2039), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.850, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: Good, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.0 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: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $381,000, Roadway Improvement Cost: $38,000, Total Project Cost: $419,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3304, Location: 3.5 MI S JCT SR40 * SR71 (Lat: 34.600183, Lng: -85.934689), Route carried "on" structure: State highway 71, Year Built: 1948, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,527 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 2,138 (year 2039), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.850, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: Good, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.0 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: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $381,000, Roadway Improvement Cost: $38,000, Total Project Cost: $419,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7764, Location: SEC 7 T19N R21E (Lat: 32.650039, Lng: -86.000053), Route carried "on" structure: County highway 77, Year Built: 1963, Status: Posted for load, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 60 (year 1998), Average Future Daily Traffic: 70 (year 2031), Design Load: H 15, Features Intersected: CHANNAHATCHEE CREEK, Facility Carried by Structure: Robinson 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: Channel Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 13.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 7.41m (24.31ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $1,219,000, Roadway Improvement Cost: $122,000, Total Project Cost: $1,341,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7764, Location: SEC 7 T19N R21E (Lat: 32.650039, Lng: -86.000053), Route carried "on" structure: County highway 77, Year Built: 1963, Status: Posted for load, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 60 (year 1998), Average Future Daily Traffic: 70 (year 2031), Design Load: H 15, Features Intersected: CHANNAHATCHEE CREEK, Facility Carried by Structure: Robinson 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: Channel Beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 13.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 7.41m (24.31ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $1,219,000, Roadway Improvement Cost: $122,000, Total Project Cost: $1,341,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8264, Location: SEC-29 T-4-N R-26-E (Lat: 31.290681, Lng: -85.459517), Route carried "on" structure: County highway 10, Year Built: 1964, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 394 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 585 (year 2034), Design Load: H 15, Features Intersected: HOWELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, 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: Fair, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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: March 2020, Bridge Improvement Cost: $575,000, Roadway Improvement Cost: $58,000, Total Project Cost: $633,000 ( Estimate for 2022)
Structure Number: 8264, Location: SEC-29 T-4-N R-26-E (Lat: 31.290681, Lng: -85.459517), Route carried "on" structure: County highway 10, Year Built: 1964, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 394 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 585 (year 2034), Design Load: H 15, Features Intersected: HOWELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, 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: Fair, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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: March 2020, Bridge Improvement Cost: $575,000, Roadway Improvement Cost: $58,000, Total Project Cost: $633,000 ( Estimate for 2022)
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Structure Number: 8449, Location: 4 MI W OF JONESVIEW (Lat: 33.447628, Lng: -86.288594), Route carried "on" structure: County highway 191, Year Built: 1964, Status: Posted for load, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 1,510 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,860 (year 2038), Design Load: HS 15, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 14.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 10.11m (33.17ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2020, Underwater Inspection Date: May 2020, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $1,594,000, Roadway Improvement Cost: $159,000, Total Project Cost: $1,753,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8449, Location: 4 MI W OF JONESVIEW (Lat: 33.447628, Lng: -86.288594), Route carried "on" structure: County highway 191, Year Built: 1964, Status: Posted for load, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 1,510 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,860 (year 2038), Design Load: HS 15, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 14.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 10.11m (33.17ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2020, Underwater Inspection Date: May 2020, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $1,594,000, Roadway Improvement Cost: $159,000, Total Project Cost: $1,753,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9381, Location: 2.3 MI S W OF ACTIVCO.49 (Lat: 32.857150, Lng: -86.992200), Route carried "on" structure: County highway 49, Year Built: 1967, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 186 (year 1989), Truck Traffic: 20%, Average Future Daily Traffic: 280 (year 2030), Design Load: H 20, Features Intersected: TRAIL BRANCH
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 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: 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: November 2020, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $26,000, Total Project Cost: $281,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9381, Location: 2.3 MI S W OF ACTIVCO.49 (Lat: 32.857150, Lng: -86.992200), Route carried "on" structure: County highway 49, Year Built: 1967, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 186 (year 1989), Truck Traffic: 20%, Average Future Daily Traffic: 280 (year 2030), Design Load: H 20, Features Intersected: TRAIL BRANCH
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 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: 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: November 2020, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $26,000, Total Project Cost: $281,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10385, Location: 0.3 MI SE JCT CR 47 (Lat: 34.580683, Lng: -85.928147), Route carried "on" structure: County highway 372, Year Built: 1970, Status: Posted for load, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 150 (year 1989), Truck Traffic: 2%, Average Future Daily Traffic: 195 (year 2039), Design Load: H 15, Features Intersected: KIRBY CREEK
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: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $506,000, Roadway Improvement Cost: $51,000, Total Project Cost: $557,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 10385, Location: 0.3 MI SE JCT CR 47 (Lat: 34.580683, Lng: -85.928147), Route carried "on" structure: County highway 372, Year Built: 1970, Status: Posted for load, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 150 (year 1989), Truck Traffic: 2%, Average Future Daily Traffic: 195 (year 2039), Design Load: H 15, Features Intersected: KIRBY CREEK
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: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $506,000, Roadway Improvement Cost: $51,000, Total Project Cost: $557,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 10614, Location: 0.05 MI E JCT CR 47 (Lat: 34.594028, Lng: -85.917356), Route carried "on" structure: County highway 395, Year Built: 1971, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 140 (year 1990), Truck Traffic: 5%, Average Future Daily Traffic: 168 (year 2040), Design Load: H 15, Features Intersected: KIRBY CREEK
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: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 43.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $337,000, Roadway Improvement Cost: $34,000, Total Project Cost: $371,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 10614, Location: 0.05 MI E JCT CR 47 (Lat: 34.594028, Lng: -85.917356), Route carried "on" structure: County highway 395, Year Built: 1971, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 140 (year 1990), Truck Traffic: 5%, Average Future Daily Traffic: 168 (year 2040), Design Load: H 15, Features Intersected: KIRBY CREEK
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: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 43.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $337,000, Roadway Improvement Cost: $34,000, Total Project Cost: $371,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 11488, Location: 0.45 MI S JCT SR 71 (Lat: 34.594144, Lng: -85.925072), Route carried "on" structure: County highway 18, Year Built: 1975, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 106 (year 1990), Truck Traffic: 4%, Average Future Daily Traffic: 133 (year 2040), Design Load: H 10, Features Intersected: KIRBY CREEK
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: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: September 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $305,000, Roadway Improvement Cost: $31,000, Total Project Cost: $336,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 11488, Location: 0.45 MI S JCT SR 71 (Lat: 34.594144, Lng: -85.925072), Route carried "on" structure: County highway 18, Year Built: 1975, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 106 (year 1990), Truck Traffic: 4%, Average Future Daily Traffic: 133 (year 2040), Design Load: H 10, Features Intersected: KIRBY CREEK
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: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Serious, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: September 2020, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $305,000, Roadway Improvement Cost: $31,000, Total Project Cost: $336,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 20473, Location: 2 MI W OF PIKEVILLE STORE (Lat: 34.746456, Lng: -86.074036), Route carried "on" structure: County highway 21, Year Built: 2011, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 475 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 565 (year 2039), Design Load: HS 20, Features Intersected: EVANS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.2m (23.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 87.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.3 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: Better than present minimum criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $382,000, Roadway Improvement Cost: $38,000, Total Project Cost: $420,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20473, Location: 2 MI W OF PIKEVILLE STORE (Lat: 34.746456, Lng: -86.074036), Route carried "on" structure: County highway 21, Year Built: 2011, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 475 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 565 (year 2039), Design Load: HS 20, Features Intersected: EVANS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.2m (23.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 87.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.3 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: Better than present minimum criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $382,000, Roadway Improvement Cost: $38,000, Total Project Cost: $420,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20658, Location: ????????????????????????? (Lat: 32.237106, Lng: -88.406889), Route carried "on" structure: County highway 12, Year Built: 2013, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 82 (year 2012), Average Future Daily Traffic: 122 (year 2038), Design Load: HS 20, Features Intersected: RED CREEK, Facility Carried by Structure: CR-2
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $428,000, Roadway Improvement Cost: $43,000, Total Project Cost: $471,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20658, Location: ????????????????????????? (Lat: 32.237106, Lng: -88.406889), Route carried "on" structure: County highway 12, Year Built: 2013, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 82 (year 2012), Average Future Daily Traffic: 122 (year 2038), Design Load: HS 20, Features Intersected: RED CREEK, Facility Carried by Structure: CR-2
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $428,000, Roadway Improvement Cost: $43,000, Total Project Cost: $471,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20791, Location: 1.9 MI East of CR-17 (Lat: 31.827833, Lng: -85.602972), Route carried "on" structure: County highway 1078, Year Built: 2016, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 75 (year 2018), Average Future Daily Traffic: 110 (year 2038), Design Load: HS 20, Features Intersected: U.T. of Pea Creek, Facility Carried by Structure: Cody Kennedy Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 75.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $815,000, Roadway Improvement Cost: $82,000, Total Project Cost: $897,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 20791, Location: 1.9 MI East of CR-17 (Lat: 31.827833, Lng: -85.602972), Route carried "on" structure: County highway 1078, Year Built: 2016, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 75 (year 2018), Average Future Daily Traffic: 110 (year 2038), Design Load: HS 20, Features Intersected: U.T. of Pea Creek, Facility Carried by Structure: Cody Kennedy Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 75.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $815,000, Roadway Improvement Cost: $82,000, Total Project Cost: $897,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 20862, Location: CR 18 Tallapoosa River (Lat: 33.622836, Lng: -85.513517), Route carried "on" structure: County highway 18, Year Built: 2021, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 246 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 367 (year 2039), Design Load: HS 20, Features Intersected: TALLAPOOSA RIVER
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 4.828, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 87.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 12.60m (41.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $2,419,000, Roadway Improvement Cost: $242,000, Total Project Cost: $2,661,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up
Structure Number: 20862, Location: CR 18 Tallapoosa River (Lat: 33.622836, Lng: -85.513517), Route carried "on" structure: County highway 18, Year Built: 2021, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 246 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 367 (year 2039), Design Load: HS 20, Features Intersected: TALLAPOOSA RIVER
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 4.828, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 87.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 12.60m (41.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $2,419,000, Roadway Improvement Cost: $242,000, Total Project Cost: $2,661,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up
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Structure Number: 20941, Location: Verbon George Rd. (Lat: 33.896600, Lng: -85.875733), Route carried "on" structure: County highway 92, Year Built: 2017, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 100 (year 2017), Average Future Daily Traffic: 149 (year 2039), Design Load: HS 20, Features Intersected: Ohatchee Creek, Facility Carried by Structure: 4 MI E US 431
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 81.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 5.57m (18.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,069,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,176,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20941, Location: Verbon George Rd. (Lat: 33.896600, Lng: -85.875733), Route carried "on" structure: County highway 92, Year Built: 2017, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 100 (year 2017), Average Future Daily Traffic: 149 (year 2039), Design Load: HS 20, Features Intersected: Ohatchee Creek, Facility Carried by Structure: 4 MI E US 431
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 81.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 5.57m (18.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,069,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,176,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21041, Location: 0.5 mile south Bob Wade (Lat: 34.815167, Lng: -86.642639), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 9,300 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 13,000 (year 2040), Design Load: HS 20, Features Intersected: Tributary to Dry Creek, Facility Carried by Structure: Pulaski Pike
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal 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), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,245,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,370,000 ( Estimate for 2022)
Structure Number: 21041, Location: 0.5 mile south Bob Wade (Lat: 34.815167, Lng: -86.642639), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 9,300 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 13,000 (year 2040), Design Load: HS 20, Features Intersected: Tributary to Dry Creek, Facility Carried by Structure: Pulaski Pike
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal 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), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $1,245,000, Roadway Improvement Cost: $125,000, Total Project Cost: $1,370,000 ( Estimate for 2022)
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Structure Number: 21135, Location: _.5 MI S INT RT 194*215 (Lat: 32.224850, Lng: -88.332050), Route carried "on" structure: County highway 194, Year Built: 2018, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 65 (year 1996), Average Future Daily Traffic: 42 (year 2039), Design Load: HS 20, Features Intersected: Tukabum Creek, Facility Carried by Structure: Marshtown Road
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.58m (15.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $879,000, Roadway Improvement Cost: $88,000, Total Project Cost: $967,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21135, Location: _.5 MI S INT RT 194*215 (Lat: 32.224850, Lng: -88.332050), Route carried "on" structure: County highway 194, Year Built: 2018, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 65 (year 1996), Average Future Daily Traffic: 42 (year 2039), Design Load: HS 20, Features Intersected: Tukabum Creek, Facility Carried by Structure: Marshtown Road
Minimum Vertical Clearance: 7.62m (25.00ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.58m (15.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $879,000, Roadway Improvement Cost: $88,000, Total Project Cost: $967,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21447, Location: 2 mile west u.s. 231 (Lat: 34.617750, Lng: -86.585778), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 6,300 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 8,820 (year 2035), Features Intersected: Trib to Spring Branch, Facility Carried by Structure: Hobbs Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: November 2020, Underwater Inspection Date: November 2020, Bridge Improvement Cost: $620,000, Roadway Improvement Cost: $62,000, Total Project Cost: $682,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 21447, Location: 2 mile west u.s. 231 (Lat: 34.617750, Lng: -86.585778), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 6,300 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 8,820 (year 2035), Features Intersected: Trib to Spring Branch, Facility Carried by Structure: Hobbs Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.9m (55.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: November 2020, Underwater Inspection Date: November 2020, Bridge Improvement Cost: $620,000, Roadway Improvement Cost: $62,000, Total Project Cost: $682,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21536, Location: _CR 216 (Lat: 34.050806, Lng: -86.883600), Route carried "on" structure: City street 216, Year Built: 2019, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 600 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,200 (year 2039), Design Load: HS 20, Features Intersected: _Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.107, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Good, Culverts: Excellent, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $308,000, Roadway Improvement Cost: $31,000, Total Project Cost: $339,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 21536, Location: _CR 216 (Lat: 34.050806, Lng: -86.883600), Route carried "on" structure: City street 216, Year Built: 2019, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 600 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 1,200 (year 2039), Design Load: HS 20, Features Intersected: _Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.107, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Good, Culverts: Excellent, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $308,000, Roadway Improvement Cost: $31,000, Total Project Cost: $339,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous