Bridge Statistics for Clanton, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 92Number of bridges
- 1,030ft / 314mTotal length
- $108,514,000Total costs
- 765,151Total average daily traffic
- 139,430Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Clanton
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 61920-1929
- 31930-1939
- 31940-1949
- 161950-1959
- 311960-1969
- 101970-1979
- 61980-1989
- 61990-1999
- 42000-2009
- 62010-2019
- Reconstructed bridges - Historical Statistics
- 21930-1939
- 21940-1949
- 11950-1959
- 11960-1969
- 01970-1979
- 31980-1989
- 81990-1999
- 12000-2009
- Bridge Condition - Deck
- 13.0%Excellent
- 14.8%Very good
- 24.1%Good
- 35.2%Satisfactory
- 13.0%Fair
- Bridge Condition - Superstructure
- 16.7%Excellent
- 13.0%Very good
- 22.2%Good
- 37.0%Satisfactory
- 11.1%Fair
- Bridge Condition - Substructure
- 16.7%Excellent
- 5.6%Very good
- 46.3%Good
- 16.7%Satisfactory
- 13.0%Fair
- 1.9%Poor
- Bridge Condition - Channel
- 7.2%Excellent
- 17.4%Very good
- 34.8%Good
- 33.3%Satisfactory
- 7.2%Fair
- Bridge Condition - Culverts
- 17.2%Excellent
- 10.3%Very good
- 17.2%Good
- 37.9%Satisfactory
- 13.8%Fair
- 3.4%Poor
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Structure Number: 227, Location: .8 MI. NO. OF PRISON (Lat: 33.766944, Lng: -86.375278), Route carried "on" structure: US 23, Year Built: 1924, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 870 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,055 (year 2041), Design Load: H 15, Features Intersected: CANOE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.589, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.02m (19.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $784,000, Roadway Improvement Cost: $78,000, Total Project Cost: $862,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 227, Location: .8 MI. NO. OF PRISON (Lat: 33.766944, Lng: -86.375278), Route carried "on" structure: US 23, Year Built: 1924, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 870 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 1,055 (year 2041), Design Load: H 15, Features Intersected: CANOE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.589, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.02m (19.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $784,000, Roadway Improvement Cost: $78,000, Total Project Cost: $862,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 609, Location: 2.0 MI W OF BERRY (Lat: 33.680681, Lng: -87.631528), Route carried "on" structure: County highway 30, Year Built: 1991, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 150 (year 1995), Truck Traffic: 1%, Average Future Daily Traffic: 165 (year 2030), Design Load: HS 20, Features Intersected: NORTH 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: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.51m (8.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $608,000, Roadway Improvement Cost: $61,000, Total Project Cost: $669,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 609, Location: 2.0 MI W OF BERRY (Lat: 33.680681, Lng: -87.631528), Route carried "on" structure: County highway 30, Year Built: 1991, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 150 (year 1995), Truck Traffic: 1%, Average Future Daily Traffic: 165 (year 2030), Design Load: HS 20, Features Intersected: NORTH 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: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.51m (8.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $608,000, Roadway Improvement Cost: $61,000, Total Project Cost: $669,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 947, Location: CR 249 2M NW CANE CRK CH (Lat: 32.933333, Lng: -86.600000), Route carried "on" structure: County highway , Year Built: 1932, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 125 (year 1985), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2033), Design Load: H 10, Features Intersected: YELLOWLEAF CREEK, Facility Carried by Structure: CR 249
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 48.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $287,000, Roadway Improvement Cost: $29,000, Total Project Cost: $316,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 947, Location: CR 249 2M NW CANE CRK CH (Lat: 32.933333, Lng: -86.600000), Route carried "on" structure: County highway , Year Built: 1932, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 125 (year 1985), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2033), Design Load: H 10, Features Intersected: YELLOWLEAF CREEK, Facility Carried by Structure: CR 249
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 48.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $287,000, Roadway Improvement Cost: $29,000, Total Project Cost: $316,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 971, Location: 2.2 MI. N. OF MILLRY (Lat: 31.660686, Lng: -88.307225), Route carried "on" structure: State highway 17, Year Built: 1932, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,770 (year 2013), Truck Traffic: 17%, Average Future Daily Traffic: 2,283 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 121.184, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $30,000, Total Project Cost: $330,000 ( Estimate for 2022)
Structure Number: 971, Location: 2.2 MI. N. OF MILLRY (Lat: 31.660686, Lng: -88.307225), Route carried "on" structure: State highway 17, Year Built: 1932, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,770 (year 2013), Truck Traffic: 17%, Average Future Daily Traffic: 2,283 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 121.184, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $30,000, Total Project Cost: $330,000 ( Estimate for 2022)
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Structure Number: 1688, Location: NORTHSIDE CLANTON (Lat: 32.846783, Lng: -86.633650), Route carried "on" structure: US 31, Year Built: 1925, Year Reconstructed: 1938, Status: Temporarily open, Structure Length: 4.04m (13.25ft), Average Daily Traffic: 12,880 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 16,545 (year 2041), Design Load: H 15, Features Intersected: GOOSE POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 357.466, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.1m (26.6ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,576,000, Roadway Improvement Cost: $158,000, Total Project Cost: $1,734,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1688, Location: NORTHSIDE CLANTON (Lat: 32.846783, Lng: -86.633650), Route carried "on" structure: US 31, Year Built: 1925, Year Reconstructed: 1938, Status: Temporarily open, Structure Length: 4.04m (13.25ft), Average Daily Traffic: 12,880 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 16,545 (year 2041), Design Load: H 15, Features Intersected: GOOSE POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 357.466, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.1m (26.6ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,576,000, Roadway Improvement Cost: $158,000, Total Project Cost: $1,734,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 227, Location: 0.2 MI E US 31 (Lat: 32.857250, Lng: -86.643389), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 500 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 700 (year 2041), Design Load: H 15, Features Intersected: Trib. to Goose Pond Ck., Facility Carried by Structure: CENTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: Fair, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $24,000, Total Project Cost: $264,000 ( Estimate for 2022)
Structure Number: 227, Location: 0.2 MI E US 31 (Lat: 32.857250, Lng: -86.643389), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 500 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 700 (year 2041), Design Load: H 15, Features Intersected: Trib. to Goose Pond Ck., Facility Carried by Structure: CENTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: Fair, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $24,000, Total Project Cost: $264,000 ( Estimate for 2022)
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Structure Number: 2631, Location: 0.6 MI N OF COOPER (Lat: 32.780200, Lng: -86.553200), Route carried "on" structure: US 31, Year Built: 1925, Year Reconstructed: 1942, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 9,710 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 12,473 (year 2041), Design Load: H 15, Features Intersected: Trib. to Chestnut Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 346.394, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $408,000, Roadway Improvement Cost: $41,000, Total Project Cost: $449,000 ( Estimate for 2022)
Structure Number: 2631, Location: 0.6 MI N OF COOPER (Lat: 32.780200, Lng: -86.553200), Route carried "on" structure: US 31, Year Built: 1925, Year Reconstructed: 1942, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 9,710 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 12,473 (year 2041), Design Load: H 15, Features Intersected: Trib. to Chestnut Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 346.394, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $408,000, Roadway Improvement Cost: $41,000, Total Project Cost: $449,000 ( Estimate for 2022)
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Structure Number: 3006, Location: 0.5 MI E ADAIR SCHOOL (Lat: 32.842817, Lng: -86.617722), Route carried "on" structure: City street , Year Built: 1947, Status: Posted for load, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 14,000 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 20,000 (year 2041), Design Load: H 15, Features Intersected: POLEY CREEK, Facility Carried by Structure: LAKE MITCHELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 4.31m (14.14ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $709,000, Roadway Improvement Cost: $71,000, Total Project Cost: $780,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3006, Location: 0.5 MI E ADAIR SCHOOL (Lat: 32.842817, Lng: -86.617722), Route carried "on" structure: City street , Year Built: 1947, Status: Posted for load, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 14,000 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 20,000 (year 2041), Design Load: H 15, Features Intersected: POLEY CREEK, Facility Carried by Structure: LAKE MITCHELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.3 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 4.31m (14.14ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $709,000, Roadway Improvement Cost: $71,000, Total Project Cost: $780,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3431, Location: R.R CITY LIMITS CLANTON (Lat: 32.840700, Lng: -86.633183), Route carried "on" structure: State highway 22, Year Built: 1949, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 7,710 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 9,352 (year 2033), Design Load: H 20, Features Intersected: C.S.X. RR Active
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.258, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 41.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.37m (17.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,063,000, Roadway Improvement Cost: $206,000, Total Project Cost: $2,269,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3431, Location: R.R CITY LIMITS CLANTON (Lat: 32.840700, Lng: -86.633183), Route carried "on" structure: State highway 22, Year Built: 1949, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 7,710 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 9,352 (year 2033), Design Load: H 20, Features Intersected: C.S.X. RR Active
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.258, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 41.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.37m (17.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,063,000, Roadway Improvement Cost: $206,000, Total Project Cost: $2,269,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3949, Location: 2.7 MI S THORSBY (Lat: 32.889933, Lng: -86.676933), Route carried "on" structure: US 31, Year Built: 1924, Year Reconstructed: 1951, Status: Open, Structure Length: 3.15m (10.33ft), Average Daily Traffic: 6,590 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 8,465 (year 2041), Design Load: H 15, Features Intersected: GUM SWAMP BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 363.948, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.5m (34.4ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.01m (13.16ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,183,000, Roadway Improvement Cost: $118,000, Total Project Cost: $1,301,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3949, Location: 2.7 MI S THORSBY (Lat: 32.889933, Lng: -86.676933), Route carried "on" structure: US 31, Year Built: 1924, Year Reconstructed: 1951, Status: Open, Structure Length: 3.15m (10.33ft), Average Daily Traffic: 6,590 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 8,465 (year 2041), Design Load: H 15, Features Intersected: GUM SWAMP BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 363.948, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.5m (34.4ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.01m (13.16ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $1,183,000, Roadway Improvement Cost: $118,000, Total Project Cost: $1,301,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4138, Location: 716 FT S JCT 1325 (Lat: 34.213917, Lng: -86.234064), Route carried "on" structure: County highway 127, Year Built: 1965, Status: Posted for load, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 200 (year 1994), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2040), Design Load: H 15, Features Intersected: LITTLE SLAB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 4.37m (14.34ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $868,000, Roadway Improvement Cost: $87,000, Total Project Cost: $955,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4138, Location: 716 FT S JCT 1325 (Lat: 34.213917, Lng: -86.234064), Route carried "on" structure: County highway 127, Year Built: 1965, Status: Posted for load, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 200 (year 1994), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2040), Design Load: H 15, Features Intersected: LITTLE SLAB CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 4.37m (14.34ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2020, Other Special Inspection Date: July 2021, Bridge Improvement Cost: $868,000, Roadway Improvement Cost: $87,000, Total Project Cost: $955,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 4198, Location: 0.5 MI N JCT SR 22 (Lat: 32.771267, Lng: -86.534233), Route carried "on" structure: US 31, Year Built: 1925, Year Reconstructed: 1952, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 5,720 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 7,348 (year 2041), Design Load: H 15, Features Intersected: Trib. of Chestnut Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 344.330, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $523,000, Roadway Improvement Cost: $52,000, Total Project Cost: $575,000 ( Estimate for 2022)
Structure Number: 4198, Location: 0.5 MI N JCT SR 22 (Lat: 32.771267, Lng: -86.534233), Route carried "on" structure: US 31, Year Built: 1925, Year Reconstructed: 1952, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 5,720 (year 2015), Truck Traffic: 10%, Average Future Daily Traffic: 7,348 (year 2041), Design Load: H 15, Features Intersected: Trib. of Chestnut Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 344.330, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $523,000, Roadway Improvement Cost: $52,000, Total Project Cost: $575,000 ( Estimate for 2022)
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Structure Number: 502, Location: CR24 .1MIW OF COOPERS (Lat: 32.773133, Lng: -86.546956), Route carried "on" structure: County highway , Year Built: 1955, Status: Posted for load, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 650 (year 1985), Truck Traffic: 1%, Average Future Daily Traffic: 725 (year 2029), Design Load: H 15, Features Intersected: CHESTNUT CREEK, Facility Carried by Structure: CR24 COOPER-ENTERP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 31.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.7 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: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 7.26m (23.82ft), 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: $1,394,000, Roadway Improvement Cost: $139,000, Total Project Cost: $1,533,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 502, Location: CR24 .1MIW OF COOPERS (Lat: 32.773133, Lng: -86.546956), Route carried "on" structure: County highway , Year Built: 1955, Status: Posted for load, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 650 (year 1985), Truck Traffic: 1%, Average Future Daily Traffic: 725 (year 2029), Design Load: H 15, Features Intersected: CHESTNUT CREEK, Facility Carried by Structure: CR24 COOPER-ENTERP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 31.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.7 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: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 7.26m (23.82ft), 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: $1,394,000, Roadway Improvement Cost: $139,000, Total Project Cost: $1,533,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 5021, Location: CR 24 1M W OF COOPER (Lat: 32.760714, Lng: -86.576139), Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 475 (year 1985), Truck Traffic: 1%, Average Future Daily Traffic: 500 (year 2029), Design Load: HS 20, Features Intersected: SOUTH PRONG, Facility Carried by Structure: CR 24 COOPER ENT
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: 4.3m (14.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 39.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.91m (9.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $623,000, Roadway Improvement Cost: $62,000, Total Project Cost: $685,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5021, Location: CR 24 1M W OF COOPER (Lat: 32.760714, Lng: -86.576139), Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 475 (year 1985), Truck Traffic: 1%, Average Future Daily Traffic: 500 (year 2029), Design Load: HS 20, Features Intersected: SOUTH PRONG, Facility Carried by Structure: CR 24 COOPER ENT
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: 4.3m (14.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Excellent, Culverts: Good, Operating Rating: 39.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.91m (9.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $623,000, Roadway Improvement Cost: $62,000, Total Project Cost: $685,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5724, Location: 2.5 MI S JCT SR 145 (Lat: 32.857183, Lng: -86.601533), Route carried "on" structure: Interstate 65, Year Built: 1957, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 17,741 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 22,476 (year 2033), Design Load: HS 20, Features Intersected: WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 336.923, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.6 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.34m (27.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,887,000, Roadway Improvement Cost: $189,000, Total Project Cost: $2,076,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5724, Location: 2.5 MI S JCT SR 145 (Lat: 32.857183, Lng: -86.601533), Route carried "on" structure: Interstate 65, Year Built: 1957, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 17,741 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 22,476 (year 2033), Design Load: HS 20, Features Intersected: WALNUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 336.923, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.6 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 8.34m (27.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,887,000, Roadway Improvement Cost: $189,000, Total Project Cost: $2,076,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 609, Location: 1.3 MI N JCT U S #31 (Lat: 32.819417, Lng: -86.586517), Route carried "on" structure: County highway 18, Year Built: 1958, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 242 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 339 (year 2030), Design Load: HS 20, Features Intersected: I-65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 50.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.11m (29.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,062,000, Roadway Improvement Cost: $206,000, Total Project Cost: $2,268,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 609, Location: 1.3 MI N JCT U S #31 (Lat: 32.819417, Lng: -86.586517), Route carried "on" structure: County highway 18, Year Built: 1958, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 242 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 339 (year 2030), Design Load: HS 20, Features Intersected: I-65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 50.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.11m (29.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,062,000, Roadway Improvement Cost: $206,000, Total Project Cost: $2,268,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6091, Location: 2.2 MI N JCT US #31 (Lat: 32.832600, Lng: -86.591217), Route carried "on" structure: County highway 85, Year Built: 1958, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 500 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 682 (year 2030), Design Load: HS 20, Features Intersected: I-65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.7 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 9.08m (29.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,055,000, Roadway Improvement Cost: $206,000, Total Project Cost: $2,261,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6091, Location: 2.2 MI N JCT US #31 (Lat: 32.832600, Lng: -86.591217), Route carried "on" structure: County highway 85, Year Built: 1958, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 500 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 682 (year 2030), Design Load: HS 20, Features Intersected: I-65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.7 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 9.08m (29.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,055,000, Roadway Improvement Cost: $206,000, Total Project Cost: $2,261,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6092, Location: 3.5 MI S JCT SR 145 (Lat: 32.843483, Lng: -86.595250), Route carried "on" structure: County highway 28, Year Built: 1958, Status: Open, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 1,186 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 1,162 (year 2028), Design Load: HS 20, Features Intersected: I-65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.58m (34.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,393,000, Roadway Improvement Cost: $239,000, Total Project Cost: $2,632,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6092, Location: 3.5 MI S JCT SR 145 (Lat: 32.843483, Lng: -86.595250), Route carried "on" structure: County highway 28, Year Built: 1958, Status: Open, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 1,186 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 1,162 (year 2028), Design Load: HS 20, Features Intersected: I-65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.58m (34.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,393,000, Roadway Improvement Cost: $239,000, Total Project Cost: $2,632,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6093, Location: 3.0 MI S JCT SR 145 (Lat: 32.850233, Lng: -86.597700), Route carried "on" structure: County highway 32, Year Built: 1958, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 500 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 600 (year 2030), Design Load: HS 20, Features Intersected: I-65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.7 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 9.08m (29.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,055,000, Roadway Improvement Cost: $206,000, Total Project Cost: $2,261,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6093, Location: 3.0 MI S JCT SR 145 (Lat: 32.850233, Lng: -86.597700), Route carried "on" structure: County highway 32, Year Built: 1958, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 500 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 600 (year 2030), Design Load: HS 20, Features Intersected: I-65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.7 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 9.08m (29.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,055,000, Roadway Improvement Cost: $206,000, Total Project Cost: $2,261,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6109, Location: CR29 .4 MI.SW NEWSALEM CH (Lat: 32.897467, Lng: -86.678886), Route carried "on" structure: County highway , Year Built: 1958, Status: Posted for load, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 700 (year 1985), Truck Traffic: 1%, Average Future Daily Traffic: 750 (year 2029), Design Load: H 15, Features Intersected: CR29YELLOW LEAF CREEK, Facility Carried by Structure: CR29NEW SALEMCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2021, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $1,444,000, Roadway Improvement Cost: $144,000, Total Project Cost: $1,588,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6109, Location: CR29 .4 MI.SW NEWSALEM CH (Lat: 32.897467, Lng: -86.678886), Route carried "on" structure: County highway , Year Built: 1958, Status: Posted for load, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 700 (year 1985), Truck Traffic: 1%, Average Future Daily Traffic: 750 (year 2029), Design Load: H 15, Features Intersected: CR29YELLOW LEAF CREEK, Facility Carried by Structure: CR29NEW SALEMCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 7.26m (23.82ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2021, Other Special Inspection Date: December 2021, Bridge Improvement Cost: $1,444,000, Roadway Improvement Cost: $144,000, Total Project Cost: $1,588,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6454, Location: 1.6 MI S JCT US 31 (Lat: 32.780083, Lng: -86.571900), Route carried "on" structure: Interstate 65, Year Built: 1959, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 17,465 (year 2017), Truck Traffic: 23%, Average Future Daily Traffic: 26,198 (year 2041), Design Load: H 20, Features Intersected: Trib. to Chestnut Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 327.925, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $654,000, Roadway Improvement Cost: $65,000, Total Project Cost: $719,000 ( Estimate for 2022)
Structure Number: 6454, Location: 1.6 MI S JCT US 31 (Lat: 32.780083, Lng: -86.571900), Route carried "on" structure: Interstate 65, Year Built: 1959, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 17,465 (year 2017), Truck Traffic: 23%, Average Future Daily Traffic: 26,198 (year 2041), Design Load: H 20, Features Intersected: Trib. to Chestnut Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 327.925, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $654,000, Roadway Improvement Cost: $65,000, Total Project Cost: $719,000 ( Estimate for 2022)
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Structure Number: 6455, Location: 1.6 MI S JCT US 31 (Lat: 32.780433, Lng: -86.570917), Route carried "on" structure: Interstate 65, Year Built: 1959, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 17,465 (year 2017), Truck Traffic: 23%, Average Future Daily Traffic: 26,198 (year 2041), Design Load: H 20, Features Intersected: Trib. to Chestnut Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 327.925, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $551,000, Roadway Improvement Cost: $55,000, Total Project Cost: $606,000 ( Estimate for 2022)
Structure Number: 6455, Location: 1.6 MI S JCT US 31 (Lat: 32.780433, Lng: -86.570917), Route carried "on" structure: Interstate 65, Year Built: 1959, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 17,465 (year 2017), Truck Traffic: 23%, Average Future Daily Traffic: 26,198 (year 2041), Design Load: H 20, Features Intersected: Trib. to Chestnut Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 327.925, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $551,000, Roadway Improvement Cost: $55,000, Total Project Cost: $606,000 ( Estimate for 2022)
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Structure Number: 6788, Location: 1.4 MI W COOPER (Lat: 32.761983, Lng: -86.560350), Route carried "on" structure: County highway 24, Year Built: 1960, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 300 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 450 (year 2035), Design Load: H 20, Features Intersected: I-65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), 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: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 48.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.08m (29.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,806,000, Roadway Improvement Cost: $181,000, Total Project Cost: $1,987,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6788, Location: 1.4 MI W COOPER (Lat: 32.761983, Lng: -86.560350), Route carried "on" structure: County highway 24, Year Built: 1960, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 300 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 450 (year 2035), Design Load: H 20, Features Intersected: I-65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), 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: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 48.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.08m (29.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,806,000, Roadway Improvement Cost: $181,000, Total Project Cost: $1,987,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6789, Location: 0.2 MI S JCT US 31 (Lat: 32.798433, Lng: -86.578983), Route carried "on" structure: Interstate 65, Year Built: 1960, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 17,465 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 22,127 (year 2033), Design Load: HS 20, Features Intersected: C.S.X. RR Active
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 330.072, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 15 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 47.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.47m (17.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,726,000, Roadway Improvement Cost: $173,000, Total Project Cost: $1,899,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6789, Location: 0.2 MI S JCT US 31 (Lat: 32.798433, Lng: -86.578983), Route carried "on" structure: Interstate 65, Year Built: 1960, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 17,465 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 22,127 (year 2033), Design Load: HS 20, Features Intersected: C.S.X. RR Active
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 330.072, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 15 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 47.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.47m (17.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,726,000, Roadway Improvement Cost: $173,000, Total Project Cost: $1,899,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 679, Location: 0.2 MI S JCT US 31 (Lat: 32.798450, Lng: -86.578867), Route carried "on" structure: Interstate 65, Year Built: 1960, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 17,465 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 22,127 (year 2033), Design Load: HS 20, Features Intersected: C.S.X. RR Active
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 330.072, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 15 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 47.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.47m (17.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,726,000, Roadway Improvement Cost: $173,000, Total Project Cost: $1,899,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 679, Location: 0.2 MI S JCT US 31 (Lat: 32.798450, Lng: -86.578867), Route carried "on" structure: Interstate 65, Year Built: 1960, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 17,465 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 22,127 (year 2033), Design Load: HS 20, Features Intersected: C.S.X. RR Active
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 330.072, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 15 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 47.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.47m (17.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,726,000, Roadway Improvement Cost: $173,000, Total Project Cost: $1,899,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6791, Location: 0.1 MI S JCT US 31 (Lat: 32.800133, Lng: -86.579583), Route carried "on" structure: Interstate 65, Year Built: 1960, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 34,110 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 51,165 (year 2041), Design Load: H 20, Features Intersected: Chestnut Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 330.262, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.7m (90.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $3,565,000, Roadway Improvement Cost: $357,000, Total Project Cost: $3,922,000 ( Estimate for 2022)
Structure Number: 6791, Location: 0.1 MI S JCT US 31 (Lat: 32.800133, Lng: -86.579583), Route carried "on" structure: Interstate 65, Year Built: 1960, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 34,110 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 51,165 (year 2041), Design Load: H 20, Features Intersected: Chestnut Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 330.262, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.7m (90.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $3,565,000, Roadway Improvement Cost: $357,000, Total Project Cost: $3,922,000 ( Estimate for 2022)
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Structure Number: 6792, Location: 0.2 MI N JCT US 31 (Lat: 32.804317, Lng: -86.581117), Route carried "on" structure: Interstate 65, Year Built: 1960, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 34,110 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 51,165 (year 2041), Design Load: HS 20, Features Intersected: Trib to Chestnut Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 330.744, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $4,112,000, Roadway Improvement Cost: $411,000, Total Project Cost: $4,523,000 ( Estimate for 2022)
Structure Number: 6792, Location: 0.2 MI N JCT US 31 (Lat: 32.804317, Lng: -86.581117), Route carried "on" structure: Interstate 65, Year Built: 1960, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 34,110 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 51,165 (year 2041), Design Load: HS 20, Features Intersected: Trib to Chestnut Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 330.744, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $4,112,000, Roadway Improvement Cost: $411,000, Total Project Cost: $4,523,000 ( Estimate for 2022)
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Structure Number: 6793, Location: 1.8 MI S JCT 145 (Lat: 32.865083, Lng: -86.607233), Route carried "on" structure: County highway 51, Year Built: 1960, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 500 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 600 (year 2030), Design Load: H 20, Features Intersected: I-65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 9.08m (29.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,744,000, Roadway Improvement Cost: $174,000, Total Project Cost: $1,918,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6793, Location: 1.8 MI S JCT 145 (Lat: 32.865083, Lng: -86.607233), Route carried "on" structure: County highway 51, Year Built: 1960, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 500 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 600 (year 2030), Design Load: H 20, Features Intersected: I-65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 9.08m (29.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,744,000, Roadway Improvement Cost: $174,000, Total Project Cost: $1,918,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6794, Location: 2.5 MI N JCT SR 145 (Lat: 32.918983, Lng: -86.646767), Route carried "on" structure: County highway 43, Year Built: 1960, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 400 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 550 (year 2028), Design Load: H 20, Features Intersected: I-65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), 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: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.5 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.61m (31.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,845,000, Roadway Improvement Cost: $185,000, Total Project Cost: $2,030,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6794, Location: 2.5 MI N JCT SR 145 (Lat: 32.918983, Lng: -86.646767), Route carried "on" structure: County highway 43, Year Built: 1960, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 400 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 550 (year 2028), Design Load: H 20, Features Intersected: I-65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), 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: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.5 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 9.61m (31.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,845,000, Roadway Improvement Cost: $185,000, Total Project Cost: $2,030,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6915, Location: 0.1 MI S JCT I-65 (Lat: 32.801467, Lng: -86.577867), Route carried "on" structure: US 31, Year Built: 1960, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 9,700 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 12,459 (year 2041), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 349.747, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,668,000, Roadway Improvement Cost: $167,000, Total Project Cost: $1,835,000 ( Estimate for 2022)
Structure Number: 6915, Location: 0.1 MI S JCT I-65 (Lat: 32.801467, Lng: -86.577867), Route carried "on" structure: US 31, Year Built: 1960, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 9,700 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 12,459 (year 2041), Design Load: HS 20, Features Intersected: CREEK
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 349.747, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,668,000, Roadway Improvement Cost: $167,000, Total Project Cost: $1,835,000 ( Estimate for 2022)
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Structure Number: 6916, Location: 2.0 MI S CLANTON (Lat: 32.802000, Lng: -86.580200), Route carried "on" structure: US 31, Year Built: 1960, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 9,150 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 11,754 (year 2036), Design Load: HS 20, Features Intersected: I-65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 349.933, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 28.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.62m (31.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,111,000, Roadway Improvement Cost: $211,000, Total Project Cost: $2,322,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6916, Location: 2.0 MI S CLANTON (Lat: 32.802000, Lng: -86.580200), Route carried "on" structure: US 31, Year Built: 1960, Status: Open, Structure Length: 8.63m (28.31ft), Average Daily Traffic: 9,150 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 11,754 (year 2036), Design Load: HS 20, Features Intersected: I-65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 349.933, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 28.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.62m (31.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,111,000, Roadway Improvement Cost: $211,000, Total Project Cost: $2,322,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7152, Location: 3.7 MI N OF CLANTON (Lat: 32.887800, Lng: -86.624317), Route carried "on" structure: State highway 145, Year Built: 1960, Status: Open, Structure Length: 9.42m (30.91ft), Average Daily Traffic: 7,090 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 8,720 (year 2033), Design Load: HS 20, Features Intersected: I-65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.918, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.37m (34.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,276,000, Roadway Improvement Cost: $228,000, Total Project Cost: $2,504,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 7152, Location: 3.7 MI N OF CLANTON (Lat: 32.887800, Lng: -86.624317), Route carried "on" structure: State highway 145, Year Built: 1960, Status: Open, Structure Length: 9.42m (30.91ft), Average Daily Traffic: 7,090 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 8,720 (year 2033), Design Load: HS 20, Features Intersected: I-65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.918, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.37m (34.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,276,000, Roadway Improvement Cost: $228,000, Total Project Cost: $2,504,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 765, Location: 0.2 MI SE OF AIRPORT (Lat: 32.848833, Lng: -86.606361), Route carried "on" structure: County highway , Year Built: 1962, Status: Posted for load, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 7,100 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 15,215 (year 2041), Design Load: H 15, Features Intersected: WALNUT CREEK, Facility Carried by Structure: AIRPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 11.28m (37.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $1,779,000, Roadway Improvement Cost: $178,000, Total Project Cost: $1,957,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 765, Location: 0.2 MI SE OF AIRPORT (Lat: 32.848833, Lng: -86.606361), Route carried "on" structure: County highway , Year Built: 1962, Status: Posted for load, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 7,100 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 15,215 (year 2041), Design Load: H 15, Features Intersected: WALNUT CREEK, Facility Carried by Structure: AIRPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 36.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 11.28m (37.01ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2021, Other Special Inspection Date: April 2021, Bridge Improvement Cost: $1,779,000, Roadway Improvement Cost: $178,000, Total Project Cost: $1,957,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8111, Location: CLANTON (Lat: 32.845067, Lng: -86.625083), Route carried "on" structure: State highway 145, Year Built: 1938, Year Reconstructed: 1964, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 9,435 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 15,460 (year 2040), Design Load: H 15, Features Intersected: GOOSE POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.035, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.05m (16.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,007,000, Roadway Improvement Cost: $201,000, Total Project Cost: $2,208,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8111, Location: CLANTON (Lat: 32.845067, Lng: -86.625083), Route carried "on" structure: State highway 145, Year Built: 1938, Year Reconstructed: 1964, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 9,435 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 15,460 (year 2040), Design Load: H 15, Features Intersected: GOOSE POND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.035, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 17.8m (58.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.05m (16.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $2,007,000, Roadway Improvement Cost: $201,000, Total Project Cost: $2,208,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 821, Location: CR437 1MI N CROSS RD CH (Lat: 32.756881, Lng: -86.563058), Route carried "on" structure: County highway , Year Built: 1964, Year Reconstructed: 1990, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 175 (year 1985), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2031), Design Load: H 15, Features Intersected: SOUTH PRONG CREEK, Facility Carried by Structure: CR437 BOBGRIFFINRD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $486,000, Roadway Improvement Cost: $49,000, Total Project Cost: $535,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 821, Location: CR437 1MI N CROSS RD CH (Lat: 32.756881, Lng: -86.563058), Route carried "on" structure: County highway , Year Built: 1964, Year Reconstructed: 1990, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 175 (year 1985), Truck Traffic: 1%, Average Future Daily Traffic: 200 (year 2031), Design Load: H 15, Features Intersected: SOUTH PRONG CREEK, Facility Carried by Structure: CR437 BOBGRIFFINRD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.84m (9.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $486,000, Roadway Improvement Cost: $49,000, Total Project Cost: $535,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 8212, Location: CR13 1MI NW NEWHARMONYCH (Lat: 32.902222, Lng: -86.660378), Route carried "on" structure: County highway , Year Built: 1964, Status: Posted for load, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 250 (year 1985), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2033), Design Load: H 15, Features Intersected: YELLOWLEAF CREEK, Facility Carried by Structure: CO RD 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 6.20m (20.34ft), 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: $1,063,000, Roadway Improvement Cost: $106,000, Total Project Cost: $1,169,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 8212, Location: CR13 1MI NW NEWHARMONYCH (Lat: 32.902222, Lng: -86.660378), Route carried "on" structure: County highway , Year Built: 1964, Status: Posted for load, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 250 (year 1985), Truck Traffic: 1%, Average Future Daily Traffic: 300 (year 2033), Design Load: H 15, Features Intersected: YELLOWLEAF CREEK, Facility Carried by Structure: CO RD 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 6.20m (20.34ft), 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: $1,063,000, Roadway Improvement Cost: $106,000, Total Project Cost: $1,169,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 862, Location: CR53 .75MI S MTPLEASANTCH (Lat: 32.845178, Lng: -86.667089), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 600 (year 1986), Truck Traffic: 1%, Average Future Daily Traffic: 625 (year 2029), Design Load: HS 20, Features Intersected: GOOSE POND CREEK, Facility Carried by Structure: CR53 LITTLEJOHN 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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $286,000, Roadway Improvement Cost: $29,000, Total Project Cost: $315,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 862, Location: CR53 .75MI S MTPLEASANTCH (Lat: 32.845178, Lng: -86.667089), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 600 (year 1986), Truck Traffic: 1%, Average Future Daily Traffic: 625 (year 2029), Design Load: HS 20, Features Intersected: GOOSE POND CREEK, Facility Carried by Structure: CR53 LITTLEJOHN 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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 72.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $286,000, Roadway Improvement Cost: $29,000, Total Project Cost: $315,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9201, Location: 2.2 MI. N. OF GREENSBORO (Lat: 32.730214, Lng: -87.597269), Route carried "on" structure: County highway 19, Year Built: 1900, Year Reconstructed: 1967, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 200 (year 1991), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2034), Design Load: H 10, Features Intersected: TRIB. TO COLWELL 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: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $277,000, Roadway Improvement Cost: $28,000, Total Project Cost: $305,000 ( Estimate for 2022)
Structure Number: 9201, Location: 2.2 MI. N. OF GREENSBORO (Lat: 32.730214, Lng: -87.597269), Route carried "on" structure: County highway 19, Year Built: 1900, Year Reconstructed: 1967, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 200 (year 1991), Truck Traffic: 1%, Average Future Daily Traffic: 400 (year 2034), Design Load: H 10, Features Intersected: TRIB. TO COLWELL 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: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $277,000, Roadway Improvement Cost: $28,000, Total Project Cost: $305,000 ( Estimate for 2022)
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Structure Number: 9508, Location: 0.4 MI W JCT US 431 (Lat: 33.617203, Lng: -85.729783), Route carried "on" structure: Interstate 20, Year Built: 1968, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 18,518 (year 2019), Truck Traffic: 40%, Average Future Daily Traffic: 25,925 (year 2039), Design Load: HS 20, Features Intersected: CHOCCOLOCCO CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 308.154, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 42.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,611,000, Roadway Improvement Cost: $261,000, Total Project Cost: $2,872,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9508, Location: 0.4 MI W JCT US 431 (Lat: 33.617203, Lng: -85.729783), Route carried "on" structure: Interstate 20, Year Built: 1968, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 18,518 (year 2019), Truck Traffic: 40%, Average Future Daily Traffic: 25,925 (year 2039), Design Load: HS 20, Features Intersected: CHOCCOLOCCO CREEK RELIEF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 308.154, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 42.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.29m (30.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $2,611,000, Roadway Improvement Cost: $261,000, Total Project Cost: $2,872,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place