Bridge Statistics for Centreville, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 591ft / 180mTotal length
- $64,008,000Total costs
- 66,890Total average daily traffic
- 11,033Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Centreville
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 21920-1929
- 21930-1939
- 51940-1949
- 41950-1959
- 21960-1969
- 41980-1989
- 21990-1999
- 22000-2009
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 11950-1959
- 11960-1969
- Bridge Condition - Deck
- 14.3%Very good
- 35.7%Good
- 28.6%Satisfactory
- 21.4%Fair
- Bridge Condition - Superstructure
- 7.1%Excellent
- 14.3%Very good
- 42.9%Good
- 14.3%Satisfactory
- 21.4%Fair
- Bridge Condition - Substructure
- 21.4%Very good
- 28.6%Good
- 21.4%Satisfactory
- 28.6%Fair
- Bridge Condition - Channel
- 4.3%Excellent
- 30.4%Good
- 60.9%Satisfactory
- 4.3%Fair
- Bridge Condition - Culverts
- 20.0%Good
- 80.0%Satisfactory
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Structure Number: 1187, Location: 3.3 MI E OF CENTREVILLE (Lat: 32.941561, Lng: -87.086222), Route carried "on" structure: State highway 382, Year Built: 1935, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,220 (year 2016), Truck Traffic: 22%, Average Future Daily Traffic: 5,464 (year 2040), Design Load: H 15, Features Intersected: Trb. to Sandy Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.593, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.2m (7.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 71.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,786,000, Roadway Improvement Cost: $179,000, Total Project Cost: $1,965,000 ( Estimate for 2022)
Structure Number: 1187, Location: 3.3 MI E OF CENTREVILLE (Lat: 32.941561, Lng: -87.086222), Route carried "on" structure: State highway 382, Year Built: 1935, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,220 (year 2016), Truck Traffic: 22%, Average Future Daily Traffic: 5,464 (year 2040), Design Load: H 15, Features Intersected: Trb. to Sandy Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.593, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.2m (7.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 71.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $1,786,000, Roadway Improvement Cost: $179,000, Total Project Cost: $1,965,000 ( Estimate for 2022)
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Structure Number: 1188, Location: 3.9 MI E OF CENTREVILLE (Lat: 32.939950, Lng: -87.074300), Route carried "on" structure: State highway 382, Year Built: 1935, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 865 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 1,417 (year 2040), Design Load: H 15, Features Intersected: UT SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.723, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.97m (6.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $351,000, Roadway Improvement Cost: $35,000, Total Project Cost: $386,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1188, Location: 3.9 MI E OF CENTREVILLE (Lat: 32.939950, Lng: -87.074300), Route carried "on" structure: State highway 382, Year Built: 1935, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 865 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 1,417 (year 2040), Design Load: H 15, Features Intersected: UT SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.723, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 58.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.97m (6.46ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $351,000, Roadway Improvement Cost: $35,000, Total Project Cost: $386,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2112, Location: 4.0 MI N CENTREVILLE (Lat: 32.990050, Lng: -87.081717), Route carried "on" structure: State highway 25, Year Built: 1928, Year Reconstructed: 1940, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,850 (year 2016), Truck Traffic: 24%, Average Future Daily Traffic: 3,778 (year 2040), Design Load: H 15, Features Intersected: ROCKY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 155.418, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $393,000, Roadway Improvement Cost: $39,000, Total Project Cost: $432,000 ( Estimate for 2022)
Structure Number: 2112, Location: 4.0 MI N CENTREVILLE (Lat: 32.990050, Lng: -87.081717), Route carried "on" structure: State highway 25, Year Built: 1928, Year Reconstructed: 1940, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,850 (year 2016), Truck Traffic: 24%, Average Future Daily Traffic: 3,778 (year 2040), Design Load: H 15, Features Intersected: ROCKY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 155.418, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $393,000, Roadway Improvement Cost: $39,000, Total Project Cost: $432,000 ( Estimate for 2022)
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Structure Number: 2269, Location: 2.8 MI.N.OF KIMBROUGH (Lat: 32.074425, Lng: -87.574208), Route carried "on" structure: State highway 5, Year Built: 1940, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,840 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 2,304 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.948, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $30,000, Total Project Cost: $330,000 ( Estimate for 2022)
Structure Number: 2269, Location: 2.8 MI.N.OF KIMBROUGH (Lat: 32.074425, Lng: -87.574208), Route carried "on" structure: State highway 5, Year Built: 1940, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,840 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 2,304 (year 2033), Design Load: H 15, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.948, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 2273, Location: IN CITY OF SELMA (Lat: 32.405000, Lng: -87.016667), Route carried "on" structure: US 80, Year Built: 1940, Status: Closed, Structure Length: 38.05m (124.84ft), Average Daily Traffic: 13,920 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 18,202 (year 2033), Design Load: H 20, Features Intersected: ALABAMA RIVER
Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 137.461, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 20 degrees, Navigation Control: Yes ( Vertical Clearance: 18.9m (62.0ft), Horizontal Clearance: 45.7m (149.9ft)), Material/Design: Steel, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 12, Length of Maximum Span: 76.2m (250.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 33.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 38.05m (124.84ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Critical Feature Inspection Date: January 2021, Underwater Inspection Date: December 2020, Bridge Improvement Cost: $14,612,000, Roadway Improvement Cost: $1,461,000, Total Project Cost: $16,073,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2273, Location: IN CITY OF SELMA (Lat: 32.405000, Lng: -87.016667), Route carried "on" structure: US 80, Year Built: 1940, Status: Closed, Structure Length: 38.05m (124.84ft), Average Daily Traffic: 13,920 (year 2013), Truck Traffic: 4%, Average Future Daily Traffic: 18,202 (year 2033), Design Load: H 20, Features Intersected: ALABAMA RIVER
Minimum Vertical Clearance: 4.54m (14.90ft), Kilometerpoint: 137.461, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 20 degrees, Navigation Control: Yes ( Vertical Clearance: 18.9m (62.0ft), Horizontal Clearance: 45.7m (149.9ft)), Material/Design: Steel, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 12, Length of Maximum Span: 76.2m (250.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 33.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 38.05m (124.84ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2021, Critical Feature Inspection Date: January 2021, Underwater Inspection Date: December 2020, Bridge Improvement Cost: $14,612,000, Roadway Improvement Cost: $1,461,000, Total Project Cost: $16,073,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2316, Location: 2.3 MI. N. OF S.R.116 (Lat: 32.837117, Lng: -88.308567), Route carried "on" structure: State highway 17, Year Built: 1940, Status: Open, Structure Length: 4.76m (15.62ft), Average Daily Traffic: 868 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 1,422 (year 2039), Design Load: H 15, Features Intersected: HATCHET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 264.798, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.77m (18.93ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,028,000, Roadway Improvement Cost: $103,000, Total Project Cost: $1,131,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2316, Location: 2.3 MI. N. OF S.R.116 (Lat: 32.837117, Lng: -88.308567), Route carried "on" structure: State highway 17, Year Built: 1940, Status: Open, Structure Length: 4.76m (15.62ft), Average Daily Traffic: 868 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 1,422 (year 2039), Design Load: H 15, Features Intersected: HATCHET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 264.798, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.77m (18.93ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $1,028,000, Roadway Improvement Cost: $103,000, Total Project Cost: $1,131,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2333, Location: CENTREVILLE (Lat: 32.961100, Lng: -87.134044), Route carried "on" structure: State highway 25, Year Built: 1940, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 5,520 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 7,318 (year 2040), Design Load: H 15, Features Intersected: Smith Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 149.347, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 85.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.02m (6.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $745,000, Roadway Improvement Cost: $75,000, Total Project Cost: $820,000 ( Estimate for 2022)
Structure Number: 2333, Location: CENTREVILLE (Lat: 32.961100, Lng: -87.134044), Route carried "on" structure: State highway 25, Year Built: 1940, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 5,520 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 7,318 (year 2040), Design Load: H 15, Features Intersected: Smith Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 149.347, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 85.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.02m (6.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $745,000, Roadway Improvement Cost: $75,000, Total Project Cost: $820,000 ( Estimate for 2022)
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Structure Number: 2334, Location: 5.0 MI N CENTREVILLE (Lat: 32.993233, Lng: -87.071350), Route carried "on" structure: State highway 25, Year Built: 1940, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,850 (year 2016), Truck Traffic: 24%, Average Future Daily Traffic: 3,778 (year 2040), Design Load: H 15, Features Intersected: BROWN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 156.454, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 53.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $306,000, Roadway Improvement Cost: $31,000, Total Project Cost: $337,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2334, Location: 5.0 MI N CENTREVILLE (Lat: 32.993233, Lng: -87.071350), Route carried "on" structure: State highway 25, Year Built: 1940, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,850 (year 2016), Truck Traffic: 24%, Average Future Daily Traffic: 3,778 (year 2040), Design Load: H 15, Features Intersected: BROWN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 156.454, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 53.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $306,000, Roadway Improvement Cost: $31,000, Total Project Cost: $337,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4014, Location: CENTREVILLE (Lat: 32.944633, Lng: -87.140733), Route carried "on" structure: State highway 25, Year Built: 1951, Status: Open, Structure Length: 15.27m (50.10ft), Average Daily Traffic: 4,125 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 5,469 (year 2033), Design Load: H 20, Features Intersected: CAHABA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 147.086, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.04m (52.62ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: December 2020, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $3,849,000, Roadway Improvement Cost: $385,000, Total Project Cost: $4,234,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 4014, Location: CENTREVILLE (Lat: 32.944633, Lng: -87.140733), Route carried "on" structure: State highway 25, Year Built: 1951, Status: Open, Structure Length: 15.27m (50.10ft), Average Daily Traffic: 4,125 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 5,469 (year 2033), Design Load: H 20, Features Intersected: CAHABA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 147.086, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.04m (52.62ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: December 2020, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $3,849,000, Roadway Improvement Cost: $385,000, Total Project Cost: $4,234,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 6044, Location: 0.4 MI N CO RD 51 (Lat: 32.900150, Lng: -87.124000), Route carried "on" structure: State highway 219, Year Built: 1957, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,090 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 1,312 (year 2041), Design Load: HS 20, Features Intersected: GULLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.050, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 72.8 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $604,000, Roadway Improvement Cost: $60,000, Total Project Cost: $664,000 ( Estimate for 2022)
Structure Number: 6044, Location: 0.4 MI N CO RD 51 (Lat: 32.900150, Lng: -87.124000), Route carried "on" structure: State highway 219, Year Built: 1957, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,090 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 1,312 (year 2041), Design Load: HS 20, Features Intersected: GULLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.050, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 72.8 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $604,000, Roadway Improvement Cost: $60,000, Total Project Cost: $664,000 ( Estimate for 2022)
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Structure Number: 6045, Location: 0.7 MI N CO RD 51 (Lat: 32.907850, Lng: -87.121028), Route carried "on" structure: State highway 219, Year Built: 1957, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,120 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 1,348 (year 2041), Design Load: HS 20, Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.969, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), 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: 62.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $31,000, Total Project Cost: $344,000 ( Estimate for 2022)
Structure Number: 6045, Location: 0.7 MI N CO RD 51 (Lat: 32.907850, Lng: -87.121028), Route carried "on" structure: State highway 219, Year Built: 1957, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,120 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 1,348 (year 2041), Design Load: HS 20, Features Intersected: Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.969, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), 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: 62.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $313,000, Roadway Improvement Cost: $31,000, Total Project Cost: $344,000 ( Estimate for 2022)
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Structure Number: 6046, Location: 1.0 MI S SR 6/US 82 (Lat: 32.924500, Lng: -87.128883), Route carried "on" structure: State highway 219, Year Built: 1957, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 1,120 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 1,680 (year 2039), Design Load: H 15, Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.913, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 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: Equal to present desirable criteria, Length Of Structure Improvement: 8.28m (27.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,647,000, Roadway Improvement Cost: $165,000, Total Project Cost: $1,812,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6046, Location: 1.0 MI S SR 6/US 82 (Lat: 32.924500, Lng: -87.128883), Route carried "on" structure: State highway 219, Year Built: 1957, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 1,120 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 1,680 (year 2039), Design Load: H 15, Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.913, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.4 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: Equal to present desirable criteria, Length Of Structure Improvement: 8.28m (27.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,647,000, Roadway Improvement Cost: $165,000, Total Project Cost: $1,812,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7518, Location: N CENTREVILLE CITY LIMITS (Lat: 32.965800, Lng: -87.147183), Route carried "on" structure: State highway 219, Year Built: 1925, Year Reconstructed: 1962, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 1,150 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 1,725 (year 2041), Design Load: H 15, Features Intersected: DRY HOLLOW BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.343, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: 3.07m (10.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $717,000, Roadway Improvement Cost: $72,000, Total Project Cost: $789,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7518, Location: N CENTREVILLE CITY LIMITS (Lat: 32.965800, Lng: -87.147183), Route carried "on" structure: State highway 219, Year Built: 1925, Year Reconstructed: 1962, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 1,150 (year 2017), Truck Traffic: 12%, Average Future Daily Traffic: 1,725 (year 2041), Design Load: H 15, Features Intersected: DRY HOLLOW BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.343, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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: 3.07m (10.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $717,000, Roadway Improvement Cost: $72,000, Total Project Cost: $789,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8493, Location: 3 MILES NORTH OF GUIN (Lat: 34.013111, Lng: -87.926972), Route carried "on" structure: County highway 45, Year Built: 1919, Year Reconstructed: 1965, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 300 (year 2001), Truck Traffic: 25%, Average Future Daily Traffic: 588 (year 2035), Design Load: H 15, Features Intersected: Grizzard Branch
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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $23,000, Total Project Cost: $248,000 ( Estimate for 2022)
Structure Number: 8493, Location: 3 MILES NORTH OF GUIN (Lat: 34.013111, Lng: -87.926972), Route carried "on" structure: County highway 45, Year Built: 1919, Year Reconstructed: 1965, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 300 (year 2001), Truck Traffic: 25%, Average Future Daily Traffic: 588 (year 2035), Design Load: H 15, Features Intersected: Grizzard Branch
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: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $23,000, Total Project Cost: $248,000 ( Estimate for 2022)
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Structure Number: 9099, Location: 2MI. S MT UNION (Lat: 31.372031, Lng: -86.766200), Route carried "on" structure: County highway 39, Year Built: 1966, Status: Posted for load, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 150 (year 1995), Truck Traffic: 3%, Average Future Daily Traffic: 247 (year 2034), Design Load: H 15, Features Intersected: SIMMONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, 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, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Underwater Inspection Date: Febuary 2019, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $978,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,076,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9099, Location: 2MI. S MT UNION (Lat: 31.372031, Lng: -86.766200), Route carried "on" structure: County highway 39, Year Built: 1966, Status: Posted for load, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 150 (year 1995), Truck Traffic: 3%, Average Future Daily Traffic: 247 (year 2034), Design Load: H 15, Features Intersected: SIMMONS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, 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, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Underwater Inspection Date: Febuary 2019, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $978,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,076,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9974, Location: 4.0 MI N JCT US 82 (Lat: 33.013200, Lng: -87.150700), Route carried "on" structure: State highway 5, Year Built: 1969, Status: Open, Structure Length: 10.04m (32.94ft), Average Daily Traffic: 4,010 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 5,020 (year 2033), Design Load: HS 20, Features Intersected: SCHULTZ CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 146.417, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.97m (35.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $3,536,000, Roadway Improvement Cost: $354,000, Total Project Cost: $3,890,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9974, Location: 4.0 MI N JCT US 82 (Lat: 33.013200, Lng: -87.150700), Route carried "on" structure: State highway 5, Year Built: 1969, Status: Open, Structure Length: 10.04m (32.94ft), Average Daily Traffic: 4,010 (year 2013), Truck Traffic: 12%, Average Future Daily Traffic: 5,020 (year 2033), Design Load: HS 20, Features Intersected: SCHULTZ CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 146.417, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.97m (35.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $3,536,000, Roadway Improvement Cost: $354,000, Total Project Cost: $3,890,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 12953, Location: CENTREVILLE (Lat: 32.944767, Lng: -87.140700), Route carried "on" structure: State highway 25, Year Built: 1983, Status: Open, Structure Length: 15.30m (50.20ft), Average Daily Traffic: 4,125 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 5,469 (year 2033), Design Load: HS 20, Features Intersected: CAHABA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 147.086, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 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 minimum criteria, Length Of Structure Improvement: 16.07m (52.72ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2020, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $4,077,000, Roadway Improvement Cost: $408,000, Total Project Cost: $4,485,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 12953, Location: CENTREVILLE (Lat: 32.944767, Lng: -87.140700), Route carried "on" structure: State highway 25, Year Built: 1983, Status: Open, Structure Length: 15.30m (50.20ft), Average Daily Traffic: 4,125 (year 2013), Truck Traffic: 13%, Average Future Daily Traffic: 5,469 (year 2033), Design Load: HS 20, Features Intersected: CAHABA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 147.086, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 4, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 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 minimum criteria, Length Of Structure Improvement: 16.07m (52.72ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2020, Underwater Inspection Date: July 2020, Bridge Improvement Cost: $4,077,000, Roadway Improvement Cost: $408,000, Total Project Cost: $4,485,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13591, Location: 5.4 MI. N AL. 5 ON CO. 9 (Lat: 33.036067, Lng: -87.195831), Route carried "on" structure: County highway 10, Year Built: 1985, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 140 (year 1989), Truck Traffic: 20%, Average Future Daily Traffic: 210 (year 2030), Design Load: HS 20, Features Intersected: SHULTZ CREEK, Facility Carried by Structure: COUNTY DIRT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.85m (15.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $798,000, Roadway Improvement Cost: $80,000, Total Project Cost: $878,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13591, Location: 5.4 MI. N AL. 5 ON CO. 9 (Lat: 33.036067, Lng: -87.195831), Route carried "on" structure: County highway 10, Year Built: 1985, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 140 (year 1989), Truck Traffic: 20%, Average Future Daily Traffic: 210 (year 2030), Design Load: HS 20, Features Intersected: SHULTZ CREEK, Facility Carried by Structure: COUNTY DIRT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.85m (15.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $798,000, Roadway Improvement Cost: $80,000, Total Project Cost: $878,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13933, Location: CO. 22 .5 MI E US 82 CVIL (Lat: 32.938442, Lng: -87.079067), Route carried "on" structure: County highway 22, Year Built: 1986, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 45 (year 1989), Average Future Daily Traffic: 65 (year 2030), Design Load: HS 20, Features Intersected: SANDY CREEK NEAR VICK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 73.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $401,000, Roadway Improvement Cost: $40,000, Total Project Cost: $441,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 13933, Location: CO. 22 .5 MI E US 82 CVIL (Lat: 32.938442, Lng: -87.079067), Route carried "on" structure: County highway 22, Year Built: 1986, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 45 (year 1989), Average Future Daily Traffic: 65 (year 2030), Design Load: HS 20, Features Intersected: SANDY CREEK NEAR VICK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 73.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $401,000, Roadway Improvement Cost: $40,000, Total Project Cost: $441,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 14506, Location: 1 MI S AL 82 AL 58 CO.6 (Lat: 32.935775, Lng: -87.109297), Route carried "on" structure: County highway 6, Year Built: 1988, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 52 (year 1987), Average Future Daily Traffic: 78 (year 2030), Design Load: HS 20, Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 77.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $371,000, Roadway Improvement Cost: $37,000, Total Project Cost: $408,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 14506, Location: 1 MI S AL 82 AL 58 CO.6 (Lat: 32.935775, Lng: -87.109297), Route carried "on" structure: County highway 6, Year Built: 1988, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 52 (year 1987), Average Future Daily Traffic: 78 (year 2030), Design Load: HS 20, Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 77.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.84m (6.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $371,000, Roadway Improvement Cost: $37,000, Total Project Cost: $408,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 16951, Location: 0.10MI W JCT SR 25 (Lat: 32.957964, Lng: -87.139647), Route carried "on" structure: US 82, Year Built: 1997, Status: Open, Structure Length: 25.60m (83.99ft), Average Daily Traffic: 2,610 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 3,379 (year 2033), Design Load: HS 20, Features Intersected: CAHABA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.955, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 25.60m (83.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $7,374,000, Roadway Improvement Cost: $737,000, Total Project Cost: $8,111,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16951, Location: 0.10MI W JCT SR 25 (Lat: 32.957964, Lng: -87.139647), Route carried "on" structure: US 82, Year Built: 1997, Status: Open, Structure Length: 25.60m (83.99ft), Average Daily Traffic: 2,610 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 3,379 (year 2033), Design Load: HS 20, Features Intersected: CAHABA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.955, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 25.60m (83.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $7,374,000, Roadway Improvement Cost: $737,000, Total Project Cost: $8,111,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16952, Location: 0.1 MI W JCT SR 25 (Lat: 32.957742, Lng: -87.139761), Route carried "on" structure: US 82, Year Built: 1997, Status: Open, Structure Length: 25.60m (83.99ft), Average Daily Traffic: 2,610 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 3,379 (year 2033), Design Load: HS 20, Features Intersected: CAHABA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.955, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.60m (83.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $7,374,000, Roadway Improvement Cost: $737,000, Total Project Cost: $8,111,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16952, Location: 0.1 MI W JCT SR 25 (Lat: 32.957742, Lng: -87.139761), Route carried "on" structure: US 82, Year Built: 1997, Status: Open, Structure Length: 25.60m (83.99ft), Average Daily Traffic: 2,610 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 3,379 (year 2033), Design Load: HS 20, Features Intersected: CAHABA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 133.955, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.60m (83.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $7,374,000, Roadway Improvement Cost: $737,000, Total Project Cost: $8,111,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17176, Location: CENTREVILLE (Lat: 32.957150, Lng: -87.135900), Route carried "on" structure: State highway 25, Year Built: 2000, Status: Open, Structure Length: 10.01m (32.84ft), Average Daily Traffic: 3,400 (year 2011), Truck Traffic: 23%, Average Future Daily Traffic: 4,440 (year 2040), Design Load: HS 20, Features Intersected: U. S. #82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 148.898, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.94m (35.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $4,426,000, Roadway Improvement Cost: $443,000, Total Project Cost: $4,869,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17176, Location: CENTREVILLE (Lat: 32.957150, Lng: -87.135900), Route carried "on" structure: State highway 25, Year Built: 2000, Status: Open, Structure Length: 10.01m (32.84ft), Average Daily Traffic: 3,400 (year 2011), Truck Traffic: 23%, Average Future Daily Traffic: 4,440 (year 2040), Design Load: HS 20, Features Intersected: U. S. #82
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 148.898, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 17.8m (58.4ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.94m (35.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $4,426,000, Roadway Improvement Cost: $443,000, Total Project Cost: $4,869,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21453, Location: BIBB (Lat: 32.931906, Lng: -87.056728), Route carried "on" structure: US 82, Year Built: 2021, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 2,690 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 3,483 (year 2036), Design Load: HL 93, Features Intersected: UT SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 142.427, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, Operating Rating: 81.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 63.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,976,000, Roadway Improvement Cost: $198,000, Total Project Cost: $2,174,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 21453, Location: BIBB (Lat: 32.931906, Lng: -87.056728), Route carried "on" structure: US 82, Year Built: 2021, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 2,690 (year 2016), Truck Traffic: 26%, Average Future Daily Traffic: 3,483 (year 2036), Design Load: HL 93, Features Intersected: UT SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 142.427, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, Operating Rating: 81.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 63.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,976,000, Roadway Improvement Cost: $198,000, Total Project Cost: $2,174,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 17176, Location: CENTREVILLE (Lat: 32.957150, Lng: -87.135900), Route carried "under" structure: US 82, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 5,220 (year 2013), Truck Traffic: 23%, Features Intersected: U. S. #82, Facility Carried by Structure: S. R. #25
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 134.409, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 17176, Location: CENTREVILLE (Lat: 32.957150, Lng: -87.135900), Route carried "under" structure: US 82, Year Built: 2000, Structure Length: 0. m, Average Daily Traffic: 5,220 (year 2013), Truck Traffic: 23%, Features Intersected: U. S. #82, Facility Carried by Structure: S. R. #25
Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 134.409, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)