Bridge Statistics for Vina, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 138ft / 41.6mTotal length
- $7,916,000Total costs
- 3,387Total average daily traffic
- 232Total average daily truck traffic
- 5,551Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Vina
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 31960-1969
- 11970-1979
- 11980-1989
- 22000-2009
- 22010-2019
- Bridge Condition - Deck
- 28.6%Very good
- 28.6%Good
- 28.6%Satisfactory
- 14.3%Fair
- Bridge Condition - Superstructure
- 14.3%Very good
- 28.6%Good
- 42.9%Satisfactory
- 14.3%Fair
- Bridge Condition - Substructure
- 14.3%Very good
- 28.6%Good
- 42.9%Satisfactory
- 14.3%Critical
- Bridge Condition - Channel
- 36.4%Very good
- 18.2%Good
- 27.3%Satisfactory
- 18.2%Fair
- Bridge Condition - Culverts
- 50.0%Very good
- 25.0%Satisfactory
- 25.0%Fair
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Structure Number: B25304, Location: BEAR CREEK DAM (Lat: 34.398333, Lng: -87.985000), Route carried "on" structure: County highway 37, Year Built: 1969, Status: Open, Structure Length: 11.70m (38.39ft), Average Daily Traffic: 99 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2041), Design Load: HS 20, Features Intersected: BEAR CREEK DAM SPILLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Tennessee Valley Authority, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B25304, Location: BEAR CREEK DAM (Lat: 34.398333, Lng: -87.985000), Route carried "on" structure: County highway 37, Year Built: 1969, Status: Open, Structure Length: 11.70m (38.39ft), Average Daily Traffic: 99 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 200 (year 2041), Design Load: HS 20, Features Intersected: BEAR CREEK DAM SPILLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Tennessee Valley Authority, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 48.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1155, Location: 1.8 MI N SR 19 CO A9 JCT (Lat: 34.401089, Lng: -88.060264), Route carried "on" structure: County highway A9, Year Built: 1935, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 60 (year 1986), Average Future Daily Traffic: 161 (year 2032), Features Intersected: BLUE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 12.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $282,000, Roadway Improvement Cost: $28,000, Total Project Cost: $310,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 1155, Location: 1.8 MI N SR 19 CO A9 JCT (Lat: 34.401089, Lng: -88.060264), Route carried "on" structure: County highway A9, Year Built: 1935, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 60 (year 1986), Average Future Daily Traffic: 161 (year 2032), Features Intersected: BLUE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 12.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.71m (5.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $282,000, Roadway Improvement Cost: $28,000, Total Project Cost: $310,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 3052, Location: 4 M N JCT SR 19 & SR172 (Lat: 34.392386, Lng: -88.095900), Route carried "on" structure: Spur State highway 19, Year Built: 1947, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,630 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 2,235 (year 2033), Design Load: H 15, Features Intersected: GUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.416, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 34.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $240,000 ( Estimate for 2022)
Structure Number: 3052, Location: 4 M N JCT SR 19 & SR172 (Lat: 34.392386, Lng: -88.095900), Route carried "on" structure: Spur State highway 19, Year Built: 1947, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,630 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 2,235 (year 2033), Design Load: H 15, Features Intersected: GUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.416, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 34.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $22,000, Total Project Cost: $240,000 ( Estimate for 2022)
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Structure Number: 6836, Location: AT CO B1 CO 23 JCT (Lat: 34.358253, Lng: -88.109647), Route carried "on" structure: County highway B1, Year Built: 1960, Status: Posted for load, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 45 (year 1986), Average Future Daily Traffic: 138 (year 2032), Design Load: H 15, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.99m (9.81ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2020, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $513,000, Roadway Improvement Cost: $51,000, Total Project Cost: $564,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 6836, Location: AT CO B1 CO 23 JCT (Lat: 34.358253, Lng: -88.109647), Route carried "on" structure: County highway B1, Year Built: 1960, Status: Posted for load, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 45 (year 1986), Average Future Daily Traffic: 138 (year 2032), Design Load: H 15, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 45.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.99m (9.81ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2020, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $513,000, Roadway Improvement Cost: $51,000, Total Project Cost: $564,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
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Structure Number: 9504, Location: 1.4 MI SE CO B32 CO 23 (Lat: 34.400675, Lng: -88.021789), Route carried "on" structure: County highway B32, Year Built: 1968, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 35 (year 1986), Average Future Daily Traffic: 115 (year 2032), Features Intersected: TAYLOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 17.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $297,000, Roadway Improvement Cost: $30,000, Total Project Cost: $327,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 9504, Location: 1.4 MI SE CO B32 CO 23 (Lat: 34.400675, Lng: -88.021789), Route carried "on" structure: County highway B32, Year Built: 1968, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 35 (year 1986), Average Future Daily Traffic: 115 (year 2032), Features Intersected: TAYLOR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 17.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.81m (5.94ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $297,000, Roadway Improvement Cost: $30,000, Total Project Cost: $327,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10461, Location: .6 MI E CO B27 CO 32 JCT (Lat: 34.315408, Lng: -88.017936), Route carried "on" structure: County highway B27, Year Built: 1971, Status: Closed, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 30 (year 1986), Average Future Daily Traffic: 83 (year 2032), Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Critical, Channel: Fair, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: March 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $227,000, Roadway Improvement Cost: $23,000, Total Project Cost: $250,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10461, Location: .6 MI E CO B27 CO 32 JCT (Lat: 34.315408, Lng: -88.017936), Route carried "on" structure: County highway B27, Year Built: 1971, Status: Closed, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 30 (year 1986), Average Future Daily Traffic: 83 (year 2032), Features Intersected: DRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Critical, Channel: Fair, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.38m (4.53ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 3 months, Inspection Date: March 2020, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $227,000, Roadway Improvement Cost: $23,000, Total Project Cost: $250,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14502, Location: .7 MI E JCT CO 23 (Lat: 34.409128, Lng: -88.024622), Route carried "on" structure: County highway 4, Year Built: 1988, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 150 (year 1986), Truck Traffic: 10%, Average Future Daily Traffic: 421 (year 2036), Design Load: H 15, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.83m (22.41ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: November 2020, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $1,217,000, Roadway Improvement Cost: $122,000, Total Project Cost: $1,339,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14502, Location: .7 MI E JCT CO 23 (Lat: 34.409128, Lng: -88.024622), Route carried "on" structure: County highway 4, Year Built: 1988, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 150 (year 1986), Truck Traffic: 10%, Average Future Daily Traffic: 421 (year 2036), Design Load: H 15, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.83m (22.41ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: November 2020, Other Special Inspection Date: January 2022, Bridge Improvement Cost: $1,217,000, Roadway Improvement Cost: $122,000, Total Project Cost: $1,339,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 18478, Location: 0.57 MI W. CO.23 CO.9 JCT (Lat: 34.412506, Lng: -88.050981), Route carried "on" structure: County highway 9, Year Built: 2001, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 131 (year 1996), Truck Traffic: 4%, Average Future Daily Traffic: 200 (year 2031), Design Load: HS 20, Features Intersected: BLUE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $50,000, Total Project Cost: $550,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 18478, Location: 0.57 MI W. CO.23 CO.9 JCT (Lat: 34.412506, Lng: -88.050981), Route carried "on" structure: County highway 9, Year Built: 2001, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 131 (year 1996), Truck Traffic: 4%, Average Future Daily Traffic: 200 (year 2031), Design Load: HS 20, Features Intersected: BLUE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $50,000, Total Project Cost: $550,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 18975, Location: 2.0 MI S. JCT. SR24 (Lat: 34.427378, Lng: -88.042108), Route carried "on" structure: County highway 23, Year Built: 2004, Status: Open, Structure Length: 14.53m (47.67ft), Average Daily Traffic: 806 (year 2003), Average Future Daily Traffic: 1,402 (year 2031), Design Load: HS 20, Features Intersected: BIG BEAR CREEK
Minimum Vertical Clearance: 0.30m (0.98ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.31m (50.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $3,150,000, Roadway Improvement Cost: $315,000, Total Project Cost: $3,465,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 18975, Location: 2.0 MI S. JCT. SR24 (Lat: 34.427378, Lng: -88.042108), Route carried "on" structure: County highway 23, Year Built: 2004, Status: Open, Structure Length: 14.53m (47.67ft), Average Daily Traffic: 806 (year 2003), Average Future Daily Traffic: 1,402 (year 2031), Design Load: HS 20, Features Intersected: BIG BEAR CREEK
Minimum Vertical Clearance: 0.30m (0.98ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 41.1m (134.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 15.31m (50.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $3,150,000, Roadway Improvement Cost: $315,000, Total Project Cost: $3,465,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20992, Location: JCT CR.23 & CR A23 (Lat: 34.358519, Lng: -88.069697), Route carried "on" structure: County highway A23, Year Built: 2015, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 68 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 101 (year 2035), Design Load: HS 20, Features Intersected: HURRICANE CREEK, Facility Carried by Structure: VINA SHOTTSVILLE
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.85m (6.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $363,000, Roadway Improvement Cost: $36,000, Total Project Cost: $399,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20992, Location: JCT CR.23 & CR A23 (Lat: 34.358519, Lng: -88.069697), Route carried "on" structure: County highway A23, Year Built: 2015, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 68 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 101 (year 2035), Design Load: HS 20, Features Intersected: HURRICANE CREEK, Facility Carried by Structure: VINA SHOTTSVILLE
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.85m (6.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $363,000, Roadway Improvement Cost: $36,000, Total Project Cost: $399,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 20993, Location: 0.2 MI W JCT CO 3 (Lat: 34.364308, Lng: -88.121422), Route carried "on" structure: County highway 23, Year Built: 2016, Status: Open, Structure Length: 1.45m (4.76ft), Average Daily Traffic: 333 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 495 (year 2035), Design Load: HS 20, Features Intersected: BR. TO HURRICANE CR.
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 55.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.12m (6.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $429,000, Roadway Improvement Cost: $43,000, Total Project Cost: $472,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 20993, Location: 0.2 MI W JCT CO 3 (Lat: 34.364308, Lng: -88.121422), Route carried "on" structure: County highway 23, Year Built: 2016, Status: Open, Structure Length: 1.45m (4.76ft), Average Daily Traffic: 333 (year 2015), Truck Traffic: 4%, Average Future Daily Traffic: 495 (year 2035), Design Load: HS 20, Features Intersected: BR. TO HURRICANE CR.
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 55.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.12m (6.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $429,000, Roadway Improvement Cost: $43,000, Total Project Cost: $472,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place