Bridge Statistics for Gantt, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 161ft / 49.1mTotal length
- $14,612,000Total costs
- 25,393Total average daily traffic
- 1,733Total average daily truck traffic
- 35,023Total future (year 2028) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Gantt
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 51920-1929
- 11930-1939
- 21940-1949
- 41950-1959
- 21960-1969
- 11980-1989
- 31990-1999
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 21940-1949
- 11950-1959
- 01960-1969
- 11970-1979
- 11980-1989
- Bridge Condition - Deck
- 9.1%Excellent
- 27.3%Very good
- 9.1%Satisfactory
- 54.5%Fair
- Bridge Condition - Superstructure
- 9.1%Excellent
- 9.1%Very good
- 18.2%Good
- 18.2%Satisfactory
- 45.5%Fair
- Bridge Condition - Substructure
- 9.1%Excellent
- 9.1%Very good
- 9.1%Good
- 27.3%Satisfactory
- 27.3%Fair
- 18.2%Poor
- Bridge Condition - Channel
- 15.0%Very good
- 20.0%Good
- 40.0%Satisfactory
- 20.0%Fair
- 5.0%Poor
- Bridge Condition - Culverts
- 44.4%Good
- 44.4%Satisfactory
- 11.1%Fair
Find on map >> Show street view
Structure Number: 246, Location: 0 9 MI E JCT AL 102 (Lat: 33.817961, Lng: -87.419967), Route carried "on" structure: State highway 124, Year Built: 1924, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 1,273 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,466 (year 2041), Design Load: H 15, Features Intersected: Hurricane Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.060, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $558,000, Roadway Improvement Cost: $56,000, Total Project Cost: $614,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 246, Location: 0 9 MI E JCT AL 102 (Lat: 33.817961, Lng: -87.419967), Route carried "on" structure: State highway 124, Year Built: 1924, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 1,273 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,466 (year 2041), Design Load: H 15, Features Intersected: Hurricane Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.060, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $558,000, Roadway Improvement Cost: $56,000, Total Project Cost: $614,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 247, Location: 2.5 MI W JCT AL 69 (Lat: 33.814964, Lng: -87.367372), Route carried "on" structure: State highway 124, Year Built: 1924, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,657 (year 2041), Design Load: H 15, Features Intersected: Trib. to Rocky Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.786, Lanes on structure: 2, Owner: State 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: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $247,000, Roadway Improvement Cost: $25,000, Total Project Cost: $272,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 247, Location: 2.5 MI W JCT AL 69 (Lat: 33.814964, Lng: -87.367372), Route carried "on" structure: State highway 124, Year Built: 1924, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,300 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,657 (year 2041), Design Load: H 15, Features Intersected: Trib. to Rocky Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.786, Lanes on structure: 2, Owner: State 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: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $247,000, Roadway Improvement Cost: $25,000, Total Project Cost: $272,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 425, Location: 0.3 MI NE CO 33 (Lat: 34.832731, Lng: -87.413247), Route carried "on" structure: County highway 111, Year Built: 1927, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 80 (year 1989), Average Future Daily Traffic: 160 (year 2028), Features Intersected: BRANCH
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), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $183,000, Roadway Improvement Cost: $18,000, Total Project Cost: $201,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 425, Location: 0.3 MI NE CO 33 (Lat: 34.832731, Lng: -87.413247), Route carried "on" structure: County highway 111, Year Built: 1927, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 80 (year 1989), Average Future Daily Traffic: 160 (year 2028), Features Intersected: BRANCH
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), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.48m (4.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $183,000, Roadway Improvement Cost: $18,000, Total Project Cost: $201,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 2102, Location: 1 MI. N. COV. #82 (Lat: 31.394272, Lng: -86.474881), Route carried "on" structure: US 29, Year Built: 1926, Year Reconstructed: 1940, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 3,260 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 4,443 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 87.791, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 81.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.8 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: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $406,000, Roadway Improvement Cost: $41,000, Total Project Cost: $447,000 ( Estimate for 2022)
Structure Number: 2102, Location: 1 MI. N. COV. #82 (Lat: 31.394272, Lng: -86.474881), Route carried "on" structure: US 29, Year Built: 1926, Year Reconstructed: 1940, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 3,260 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 4,443 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 87.791, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 81.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.8 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: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $406,000, Roadway Improvement Cost: $41,000, Total Project Cost: $447,000 ( Estimate for 2022)
Find on map >> Show street view
Structure Number: 2103, Location: 0.1 MI.S.OF CO.61 (Lat: 31.448500, Lng: -86.451333), Route carried "on" structure: US 29, Year Built: 1926, Year Reconstructed: 1940, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,720 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 2,344 (year 2033), Design Load: H 15, Features Intersected: ROCKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 92.172, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 79.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $415,000, Roadway Improvement Cost: $42,000, Total Project Cost: $457,000 ( Estimate for 2022)
Structure Number: 2103, Location: 0.1 MI.S.OF CO.61 (Lat: 31.448500, Lng: -86.451333), Route carried "on" structure: US 29, Year Built: 1926, Year Reconstructed: 1940, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,720 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 2,344 (year 2033), Design Load: H 15, Features Intersected: ROCKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 92.172, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 79.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $415,000, Roadway Improvement Cost: $42,000, Total Project Cost: $457,000 ( Estimate for 2022)
Find on map >> Show street view
Structure Number: 23, Location: 2.5 MI. N. COV. #70 (Lat: 31.432856, Lng: -86.468367), Route carried "on" structure: US 29, Year Built: 1940, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 4,820 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 6,569 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 84.137, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $618,000, Roadway Improvement Cost: $62,000, Total Project Cost: $680,000 ( Estimate for 2022)
Structure Number: 23, Location: 2.5 MI. N. COV. #70 (Lat: 31.432856, Lng: -86.468367), Route carried "on" structure: US 29, Year Built: 1940, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 4,820 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 6,569 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 84.137, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $618,000, Roadway Improvement Cost: $62,000, Total Project Cost: $680,000 ( Estimate for 2022)
Find on map >> Show street view
Structure Number: 2551, Location: 0.8 MI. S. COV. #82 (Lat: 31.320642, Lng: -86.484822), Route carried "on" structure: US 29, Year Built: 1941, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,820 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 6,569 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.358, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 51.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $450,000, Roadway Improvement Cost: $45,000, Total Project Cost: $495,000 ( Estimate for 2022)
Structure Number: 2551, Location: 0.8 MI. S. COV. #82 (Lat: 31.320642, Lng: -86.484822), Route carried "on" structure: US 29, Year Built: 1941, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,820 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 6,569 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.358, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 51.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $450,000, Roadway Improvement Cost: $45,000, Total Project Cost: $495,000 ( Estimate for 2022)
Find on map >> Show street view
Structure Number: 3759, Location: 3 MI E OF GANTT (Lat: 31.418678, Lng: -86.434594), Route carried "on" structure: County highway 41, Year Built: 1950, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 210 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 264 (year 2030), Design Load: H 15, Features Intersected: FEAGIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 36.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $490,000, Roadway Improvement Cost: $49,000, Total Project Cost: $539,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3759, Location: 3 MI E OF GANTT (Lat: 31.418678, Lng: -86.434594), Route carried "on" structure: County highway 41, Year Built: 1950, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 210 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 264 (year 2030), Design Load: H 15, Features Intersected: FEAGIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 36.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $490,000, Roadway Improvement Cost: $49,000, Total Project Cost: $539,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 488, Location: DUNNS BRIDGE (Lat: 31.425844, Lng: -86.457450), Route carried "on" structure: County highway 86, Year Built: 1954, Status: Posted for load, Structure Length: 18.65m (61.19ft), Average Daily Traffic: 360 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 468 (year 2030), Design Load: H 15, Features Intersected: GANTT LAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 18, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Poor, Channel: Good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 19.30m (63.32ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Underwater Inspection Date: May 2019, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $3,308,000, Roadway Improvement Cost: $331,000, Total Project Cost: $3,639,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 488, Location: DUNNS BRIDGE (Lat: 31.425844, Lng: -86.457450), Route carried "on" structure: County highway 86, Year Built: 1954, Status: Posted for load, Structure Length: 18.65m (61.19ft), Average Daily Traffic: 360 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 468 (year 2030), Design Load: H 15, Features Intersected: GANTT LAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 18, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Poor, Channel: Good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 19.30m (63.32ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Underwater Inspection Date: May 2019, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $3,308,000, Roadway Improvement Cost: $331,000, Total Project Cost: $3,639,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 8013, Location: 3 1/2 MI NW OF GANTT (Lat: 31.457556, Lng: -86.507600), Route carried "on" structure: County highway 59, Year Built: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 220 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 327 (year 2032), Design Load: H 15, Features Intersected: NO NAME BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 80.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.2 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $24,000, Total Project Cost: $264,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 8013, Location: 3 1/2 MI NW OF GANTT (Lat: 31.457556, Lng: -86.507600), Route carried "on" structure: County highway 59, Year Built: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 220 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 327 (year 2032), Design Load: H 15, Features Intersected: NO NAME BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 80.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.2 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $24,000, Total Project Cost: $264,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 805, Location: 1/2 MI WEST OF GANTT (Lat: 31.409442, Lng: -86.489753), Route carried "on" structure: County highway 82, Year Built: 1963, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 730 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 1,549 (year 2032), Design Load: H 15, Features Intersected: NO NAME BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $26,000, Total Project Cost: $286,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 805, Location: 1/2 MI WEST OF GANTT (Lat: 31.409442, Lng: -86.489753), Route carried "on" structure: County highway 82, Year Built: 1963, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 730 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 1,549 (year 2032), Design Load: H 15, Features Intersected: NO NAME BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.41m (4.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $26,000, Total Project Cost: $286,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 8107, Location: 1/2 MI NE BARNES BR (Lat: 31.445525, Lng: -86.533064), Route carried "on" structure: County highway , Year Built: 1932, Year Reconstructed: 1964, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 80 (year 1994), Average Future Daily Traffic: 116 (year 2035), Features Intersected: NO NAME BRANCH, Facility Carried by Structure: COUNTY DIRT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.59m (5.22ft), 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: $163,000, Roadway Improvement Cost: $16,000, Total Project Cost: $179,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8107, Location: 1/2 MI NE BARNES BR (Lat: 31.445525, Lng: -86.533064), Route carried "on" structure: County highway , Year Built: 1932, Year Reconstructed: 1964, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 80 (year 1994), Average Future Daily Traffic: 116 (year 2035), Features Intersected: NO NAME BRANCH, Facility Carried by Structure: COUNTY DIRT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.59m (5.22ft), 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: $163,000, Roadway Improvement Cost: $16,000, Total Project Cost: $179,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 1154, Location: BUSH ISLAND RD (Lat: 31.394083, Lng: -86.484800), Route carried "on" structure: County highway , Year Built: 1950, Year Reconstructed: 1976, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 360 (year 1994), Truck Traffic: 1%, Average Future Daily Traffic: 550 (year 2028), Design Load: H 15, Features Intersected: NO NAME BRANCH, Facility Carried by Structure: COUNTY DIRT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $314,000, Roadway Improvement Cost: $31,000, Total Project Cost: $345,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 1154, Location: BUSH ISLAND RD (Lat: 31.394083, Lng: -86.484800), Route carried "on" structure: County highway , Year Built: 1950, Year Reconstructed: 1976, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 360 (year 1994), Truck Traffic: 1%, Average Future Daily Traffic: 550 (year 2028), Design Load: H 15, Features Intersected: NO NAME BRANCH, Facility Carried by Structure: COUNTY DIRT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $314,000, Roadway Improvement Cost: $31,000, Total Project Cost: $345,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 14039, Location: 2 MI. N. OF GANTT (Lat: 31.423814, Lng: -86.499264), Route carried "on" structure: County highway , Year Built: 1900, Year Reconstructed: 1987, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 60 (year 1994), Average Future Daily Traffic: 88 (year 2035), Features Intersected: NO NAME BR., Facility Carried by Structure: CO. DIRT RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: 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: 1.59m (5.22ft), 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: $174,000, Roadway Improvement Cost: $17,000, Total Project Cost: $191,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 14039, Location: 2 MI. N. OF GANTT (Lat: 31.423814, Lng: -86.499264), Route carried "on" structure: County highway , Year Built: 1900, Year Reconstructed: 1987, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 60 (year 1994), Average Future Daily Traffic: 88 (year 2035), Features Intersected: NO NAME BR., Facility Carried by Structure: CO. DIRT RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: 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: 1.59m (5.22ft), 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: $174,000, Roadway Improvement Cost: $17,000, Total Project Cost: $191,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Find on map >> Show street view
Structure Number: 15337, Location: 2 MI. S.W. GNATT (Lat: 31.385736, Lng: -86.497350), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 80 (year 1994), Average Future Daily Traffic: 117 (year 2035), Design Load: HS 20, Features Intersected: CONTRIBUTARY, CONECUH R., Facility Carried by Structure: Canoe 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: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 62.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 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: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $26,000, Total Project Cost: $281,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 15337, Location: 2 MI. S.W. GNATT (Lat: 31.385736, Lng: -86.497350), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 80 (year 1994), Average Future Daily Traffic: 117 (year 2035), Design Load: HS 20, Features Intersected: CONTRIBUTARY, CONECUH R., Facility Carried by Structure: Canoe 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: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 62.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 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: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $255,000, Roadway Improvement Cost: $26,000, Total Project Cost: $281,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 16408, Location: 4 MI N ANDALUSIA (Lat: 31.399500, Lng: -86.480017), Route carried "on" structure: US 29, Year Built: 1998, Status: Open, Structure Length: 11.00m (36.09ft), Average Daily Traffic: 4,820 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 6,569 (year 2033), Design Load: HS 20, Features Intersected: CONECUH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 84.952, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.0m (72.2ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 72.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.89m (39.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2021, Underwater Inspection Date: December 2020, Bridge Improvement Cost: $3,669,000, Roadway Improvement Cost: $367,000, Total Project Cost: $4,036,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16408, Location: 4 MI N ANDALUSIA (Lat: 31.399500, Lng: -86.480017), Route carried "on" structure: US 29, Year Built: 1998, Status: Open, Structure Length: 11.00m (36.09ft), Average Daily Traffic: 4,820 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 6,569 (year 2033), Design Load: HS 20, Features Intersected: CONECUH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 84.952, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.0m (72.2ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 72.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.89m (39.01ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2021, Underwater Inspection Date: December 2020, Bridge Improvement Cost: $3,669,000, Roadway Improvement Cost: $367,000, Total Project Cost: $4,036,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 16872, Location: 4MI NW GANTT (Lat: 31.449744, Lng: -86.516122), Route carried "on" structure: County highway , Year Built: 1986, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 50 (year 1997), Average Future Daily Traffic: 122 (year 2035), Features Intersected: NO NAME BRANCH, Facility Carried by Structure: COUNTY DIRT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 12.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $18,000, Total Project Cost: $198,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 16872, Location: 4MI NW GANTT (Lat: 31.449744, Lng: -86.516122), Route carried "on" structure: County highway , Year Built: 1986, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 50 (year 1997), Average Future Daily Traffic: 122 (year 2035), Features Intersected: NO NAME BRANCH, Facility Carried by Structure: COUNTY DIRT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 12.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $18,000, Total Project Cost: $198,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Find on map >> Show street view
Structure Number: 17242, Location: RAWLS TO CLEARVIEW (Lat: 31.460922, Lng: -86.463486), Route carried "on" structure: County highway 61, Year Built: 1998, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 250 (year 1994), Truck Traffic: 4%, Average Future Daily Traffic: 316 (year 2035), Design Load: HS 20, Features Intersected: NO NAME BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $316,000, Roadway Improvement Cost: $32,000, Total Project Cost: $348,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 17242, Location: RAWLS TO CLEARVIEW (Lat: 31.460922, Lng: -86.463486), Route carried "on" structure: County highway 61, Year Built: 1998, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 250 (year 1994), Truck Traffic: 4%, Average Future Daily Traffic: 316 (year 2035), Design Load: HS 20, Features Intersected: NO NAME BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $316,000, Roadway Improvement Cost: $32,000, Total Project Cost: $348,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Find on map >> Show street view
Structure Number: 17244, Location: 1/4 MI S GREENS BQ PIT (Lat: 31.395833, Lng: -86.476667), Route carried "on" structure: County highway , Year Built: 1952, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 50 (year 2000), Average Future Daily Traffic: 69 (year 2030), Design Load: HS 20, Features Intersected: NO NAME CREEK, Facility Carried by Structure: CO DIRT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 69.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $296,000, Roadway Improvement Cost: $30,000, Total Project Cost: $326,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17244, Location: 1/4 MI S GREENS BQ PIT (Lat: 31.395833, Lng: -86.476667), Route carried "on" structure: County highway , Year Built: 1952, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 50 (year 2000), Average Future Daily Traffic: 69 (year 2030), Design Load: HS 20, Features Intersected: NO NAME CREEK, Facility Carried by Structure: CO DIRT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 69.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $296,000, Roadway Improvement Cost: $30,000, Total Project Cost: $326,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 21565, Location: 1 Mile SW of Gantt (Lat: 31.397575, Lng: -86.487714), Route carried "on" structure: County highway 59, Year Built: 2020, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 850 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 1,260 (year 2039), Design Load: HS 20, Features Intersected: U.T. Conecuh River
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: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 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: Superior to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $740,000, Roadway Improvement Cost: $74,000, Total Project Cost: $814,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 21565, Location: 1 Mile SW of Gantt (Lat: 31.397575, Lng: -86.487714), Route carried "on" structure: County highway 59, Year Built: 2020, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 850 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 1,260 (year 2039), Design Load: HS 20, Features Intersected: U.T. Conecuh River
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: 1, Number Of Approach Spans: 2, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 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: Superior to present desirable criteria, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $740,000, Roadway Improvement Cost: $74,000, Total Project Cost: $814,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels