Bridge Statistics for Sweet Water, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 102ft / 31.2mTotal length
- $11,886,000Total costs
- 21,280Total average daily traffic
- 4,910Total average daily truck traffic
- 27,784Total future (year 2033) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Sweet Water
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 91980-1989
- 41990-1999
- Bridge Condition - Deck
- 66.7%Good
- 33.3%Satisfactory
- Bridge Condition - Substructure
- 66.7%Good
- 33.3%Satisfactory
- Bridge Condition - Channel
- 64.3%Good
- 35.7%Satisfactory
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Structure Number: 3406, Location: 4.2 MI N CLARKECO L (Lat: 32.048236, Lng: -87.875211), Route carried "on" structure: County highway 7, Year Built: 1949, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 440 (year 1988), Truck Traffic: 30%, Average Future Daily Traffic: 620 (year 2040), Design Load: H 15, Features Intersected: HORSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.199, 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: 10, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.11m (33.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,663,000, Roadway Improvement Cost: $166,000, Total Project Cost: $1,829,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3406, Location: 4.2 MI N CLARKECO L (Lat: 32.048236, Lng: -87.875211), Route carried "on" structure: County highway 7, Year Built: 1949, Status: Open, Structure Length: 9.14m (29.99ft), Average Daily Traffic: 440 (year 1988), Truck Traffic: 30%, Average Future Daily Traffic: 620 (year 2040), Design Load: H 15, Features Intersected: HORSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.199, 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: 10, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 10.11m (33.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $1,663,000, Roadway Improvement Cost: $166,000, Total Project Cost: $1,829,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13254, Location: 4.4 MI. E. OF NANAFALIA (Lat: 32.086903, Lng: -87.922072), Route carried "on" structure: State highway 10, Year Built: 1984, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 2,990 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 3,894 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.095, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, 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: 62.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.66m (5.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $490,000, Roadway Improvement Cost: $49,000, Total Project Cost: $539,000 ( Estimate for 2022)
Structure Number: 13254, Location: 4.4 MI. E. OF NANAFALIA (Lat: 32.086903, Lng: -87.922072), Route carried "on" structure: State highway 10, Year Built: 1984, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 2,990 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 3,894 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 59.095, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, 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: 62.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.66m (5.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $490,000, Roadway Improvement Cost: $49,000, Total Project Cost: $539,000 ( Estimate for 2022)
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Structure Number: 13256, Location: 2.6 MI. W. OF SWEETWATER (Lat: 32.090100, Lng: -87.890033), Route carried "on" structure: State highway 10, Year Built: 1984, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 2,990 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 3,894 (year 2033), Design Load: HS 20, Features Intersected: HODGENS CREEK REL.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.103, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.66m (5.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $615,000, Roadway Improvement Cost: $62,000, Total Project Cost: $677,000 ( Estimate for 2022)
Structure Number: 13256, Location: 2.6 MI. W. OF SWEETWATER (Lat: 32.090100, Lng: -87.890033), Route carried "on" structure: State highway 10, Year Built: 1984, Status: Open, Structure Length: 0.99m (3.25ft), Average Daily Traffic: 2,990 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 3,894 (year 2033), Design Load: HS 20, Features Intersected: HODGENS CREEK REL.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.103, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.66m (5.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $615,000, Roadway Improvement Cost: $62,000, Total Project Cost: $677,000 ( Estimate for 2022)
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Structure Number: 13257, Location: 2.5 MI. W. OF SWEETWATER (Lat: 32.090483, Lng: -87.888494), Route carried "on" structure: State highway 10, Year Built: 1984, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,990 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 3,894 (year 2033), Design Load: HS 20, Features Intersected: HODGEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.264, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $611,000, Roadway Improvement Cost: $61,000, Total Project Cost: $672,000 ( Estimate for 2022)
Structure Number: 13257, Location: 2.5 MI. W. OF SWEETWATER (Lat: 32.090483, Lng: -87.888494), Route carried "on" structure: State highway 10, Year Built: 1984, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,990 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 3,894 (year 2033), Design Load: HS 20, Features Intersected: HODGEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.264, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $611,000, Roadway Improvement Cost: $61,000, Total Project Cost: $672,000 ( Estimate for 2022)
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Structure Number: 13258, Location: .9 MI. W. OF SWEETWATER (Lat: 32.093839, Lng: -87.878883), Route carried "on" structure: State highway 10, Year Built: 1984, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 2,990 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 3,894 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.310, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $539,000, Roadway Improvement Cost: $54,000, Total Project Cost: $593,000 ( Estimate for 2022)
Structure Number: 13258, Location: .9 MI. W. OF SWEETWATER (Lat: 32.093839, Lng: -87.878883), Route carried "on" structure: State highway 10, Year Built: 1984, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 2,990 (year 2013), Truck Traffic: 23%, Average Future Daily Traffic: 3,894 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.310, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $539,000, Roadway Improvement Cost: $54,000, Total Project Cost: $593,000 ( Estimate for 2022)
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Structure Number: 13259, Location: SWEETWATER (Lat: 32.088361, Lng: -87.859583), Route carried "on" structure: State highway 10, Year Built: 1984, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 2,990 (year 2013), Truck Traffic: 25%, Average Future Daily Traffic: 3,894 (year 2033), Design Load: HS 20, Features Intersected: SWEETWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.211, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.29m (23.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,150,000, Roadway Improvement Cost: $215,000, Total Project Cost: $2,365,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 13259, Location: SWEETWATER (Lat: 32.088361, Lng: -87.859583), Route carried "on" structure: State highway 10, Year Built: 1984, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 2,990 (year 2013), Truck Traffic: 25%, Average Future Daily Traffic: 3,894 (year 2033), Design Load: HS 20, Features Intersected: SWEETWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.211, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.29m (23.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,150,000, Roadway Improvement Cost: $215,000, Total Project Cost: $2,365,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 13261, Location: 2.2 MI. W. OF DIXONS MILL (Lat: 32.061833, Lng: -87.820886), Route carried "on" structure: State highway 10, Year Built: 1984, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 2,990 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 3,894 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.039, Lanes on structure: 2, 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: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.42m (4.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $690,000, Roadway Improvement Cost: $69,000, Total Project Cost: $759,000 ( Estimate for 2022)
Structure Number: 13261, Location: 2.2 MI. W. OF DIXONS MILL (Lat: 32.061833, Lng: -87.820886), Route carried "on" structure: State highway 10, Year Built: 1984, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 2,990 (year 2013), Truck Traffic: 24%, Average Future Daily Traffic: 3,894 (year 2033), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.039, Lanes on structure: 2, 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: Satisfactory, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.42m (4.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $690,000, Roadway Improvement Cost: $69,000, Total Project Cost: $759,000 ( Estimate for 2022)
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Structure Number: 13582, Location: 1.1 MI E OF EXMOOR (Lat: 32.056217, Lng: -87.859800), Route carried "on" structure: County highway 6, Year Built: 1985, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 150 (year 1988), Truck Traffic: 20%, Average Future Daily Traffic: 140 (year 2041), Design Load: H 15, Features Intersected: BRANCH OF MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $503,000, Roadway Improvement Cost: $50,000, Total Project Cost: $553,000 ( Estimate for 2022)
Structure Number: 13582, Location: 1.1 MI E OF EXMOOR (Lat: 32.056217, Lng: -87.859800), Route carried "on" structure: County highway 6, Year Built: 1985, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 150 (year 1988), Truck Traffic: 20%, Average Future Daily Traffic: 140 (year 2041), Design Load: H 15, Features Intersected: BRANCH OF MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $503,000, Roadway Improvement Cost: $50,000, Total Project Cost: $553,000 ( Estimate for 2022)
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Structure Number: 14192, Location: 2.1 MI W EXMOOR (Lat: 32.068106, Lng: -87.901931), Route carried "on" structure: County highway 6, Year Built: 1987, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 400 (year 1988), Truck Traffic: 20%, Average Future Daily Traffic: 210 (year 2040), Design Load: HS 20, Features Intersected: HODGENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.600, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.68m (15.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $834,000, Roadway Improvement Cost: $83,000, Total Project Cost: $917,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14192, Location: 2.1 MI W EXMOOR (Lat: 32.068106, Lng: -87.901931), Route carried "on" structure: County highway 6, Year Built: 1987, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 400 (year 1988), Truck Traffic: 20%, Average Future Daily Traffic: 210 (year 2040), Design Load: HS 20, Features Intersected: HODGENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.600, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.68m (15.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $834,000, Roadway Improvement Cost: $83,000, Total Project Cost: $917,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14507, Location: 2.3 MI W OF EXMOOR (Lat: 32.071892, Lng: -87.907044), Route carried "on" structure: County highway 6, Year Built: 1988, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 150 (year 1988), Truck Traffic: 20%, Average Future Daily Traffic: 210 (year 2041), Design Load: HS 20, Features Intersected: BRANCH OF HODGENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.249, 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: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $504,000, Roadway Improvement Cost: $50,000, Total Project Cost: $554,000 ( Estimate for 2022)
Structure Number: 14507, Location: 2.3 MI W OF EXMOOR (Lat: 32.071892, Lng: -87.907044), Route carried "on" structure: County highway 6, Year Built: 1988, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 150 (year 1988), Truck Traffic: 20%, Average Future Daily Traffic: 210 (year 2041), Design Load: HS 20, Features Intersected: BRANCH OF HODGENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.249, 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: 4, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $504,000, Roadway Improvement Cost: $50,000, Total Project Cost: $554,000 ( Estimate for 2022)
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Structure Number: 15606, Location: 1.1 MI E SWEETWATER (Lat: 32.101892, Lng: -87.859811), Route carried "on" structure: County highway 16, Year Built: 1992, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 620 (year 1991), Truck Traffic: 30%, Average Future Daily Traffic: 920 (year 2041), Design Load: HS 20, Features Intersected: BRANCH SWEETWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.099, 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: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $342,000, Roadway Improvement Cost: $34,000, Total Project Cost: $376,000 ( Estimate for 2022)
Structure Number: 15606, Location: 1.1 MI E SWEETWATER (Lat: 32.101892, Lng: -87.859811), Route carried "on" structure: County highway 16, Year Built: 1992, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 620 (year 1991), Truck Traffic: 30%, Average Future Daily Traffic: 920 (year 2041), Design Load: HS 20, Features Intersected: BRANCH SWEETWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.099, 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: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $342,000, Roadway Improvement Cost: $34,000, Total Project Cost: $376,000 ( Estimate for 2022)
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Structure Number: 15607, Location: 1.1 MI E SWEETWATER (Lat: 32.107042, Lng: -87.842528), Route carried "on" structure: County highway 16, Year Built: 1992, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 620 (year 1991), Truck Traffic: 30%, Average Future Daily Traffic: 920 (year 2041), Design Load: HS 20, Features Intersected: BRANCH SWEETWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.999, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $591,000, Roadway Improvement Cost: $59,000, Total Project Cost: $650,000 ( Estimate for 2022)
Structure Number: 15607, Location: 1.1 MI E SWEETWATER (Lat: 32.107042, Lng: -87.842528), Route carried "on" structure: County highway 16, Year Built: 1992, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 620 (year 1991), Truck Traffic: 30%, Average Future Daily Traffic: 920 (year 2041), Design Load: HS 20, Features Intersected: BRANCH SWEETWATER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.999, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.86m (6.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $591,000, Roadway Improvement Cost: $59,000, Total Project Cost: $650,000 ( Estimate for 2022)
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Structure Number: 16486, Location: 1.10 MI NE AL 10 (Lat: 32.082336, Lng: -87.823956), Route carried "on" structure: County highway 29, Year Built: 1995, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 150 (year 1995), Truck Traffic: 20%, Average Future Daily Traffic: 200 (year 2041), Design Load: H 10, Features Intersected: SWEETWATER CRK BNCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $616,000, Roadway Improvement Cost: $62,000, Total Project Cost: $678,000 ( Estimate for 2022)
Structure Number: 16486, Location: 1.10 MI NE AL 10 (Lat: 32.082336, Lng: -87.823956), Route carried "on" structure: County highway 29, Year Built: 1995, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 150 (year 1995), Truck Traffic: 20%, Average Future Daily Traffic: 200 (year 2041), Design Load: H 10, Features Intersected: SWEETWATER CRK BNCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $616,000, Roadway Improvement Cost: $62,000, Total Project Cost: $678,000 ( Estimate for 2022)
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Structure Number: 17303, Location: 7.25 MI. N CLARK CO. LINE (Lat: 32.090906, Lng: -87.872053), Route carried "on" structure: County highway 7, Year Built: 1998, Status: Open, Structure Length: 1.97m (6.46ft), Average Daily Traffic: 810 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 1,200 (year 2042), Design Load: HS 20, Features Intersected: SWEETWATER CREEK
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 11.666, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.8m (15.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 46.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $658,000, Roadway Improvement Cost: $66,000, Total Project Cost: $724,000 ( Estimate for 2022)
Structure Number: 17303, Location: 7.25 MI. N CLARK CO. LINE (Lat: 32.090906, Lng: -87.872053), Route carried "on" structure: County highway 7, Year Built: 1998, Status: Open, Structure Length: 1.97m (6.46ft), Average Daily Traffic: 810 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 1,200 (year 2042), Design Load: HS 20, Features Intersected: SWEETWATER CREEK
Minimum Vertical Clearance: 7.56m (24.80ft), Kilometerpoint: 11.666, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.8m (15.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 46.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $658,000, Roadway Improvement Cost: $66,000, Total Project Cost: $724,000 ( Estimate for 2022)