Bridge Statistics for Blountsville, Alabama (AL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 52ft / 16.3mTotal length
- $5,789,000Total costs
- 17,735Total average daily traffic
- 1,358Total average daily truck traffic
- 24,387Total future (year 2037) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Blountsville
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 21940-1949
- 31950-1959
- 21960-1969
- 11980-1989
- 21990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 16.7%Excellent
- 50.0%Good
- 33.3%Satisfactory
- Bridge Condition - Superstructure
- 16.7%Excellent
- 16.7%Good
- 66.7%Satisfactory
- Bridge Condition - Substructure
- 16.7%Excellent
- 16.7%Good
- 33.3%Satisfactory
- 33.3%Fair
- Bridge Condition - Channel
- 7.7%Very good
- 38.5%Satisfactory
- 53.8%Fair
- Bridge Condition - Culverts
- 42.9%Satisfactory
- 57.1%Fair
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Structure Number: 2024, Location: 1.9 MI NO JCT AL 79 (Lat: 34.055000, Lng: -86.584167), Route carried "on" structure: US 231, Year Built: 1939, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,400 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 8,319 (year 2040), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 428.845, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 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: November 2020, Bridge Improvement Cost: $818,000, Roadway Improvement Cost: $82,000, Total Project Cost: $900,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2024, Location: 1.9 MI NO JCT AL 79 (Lat: 34.055000, Lng: -86.584167), Route carried "on" structure: US 231, Year Built: 1939, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 6,400 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 8,319 (year 2040), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 428.845, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 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: November 2020, Bridge Improvement Cost: $818,000, Roadway Improvement Cost: $82,000, Total Project Cost: $900,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2025, Location: 0.1 MI NO JCT CO RD55 (Lat: 34.103333, Lng: -86.571667), Route carried "on" structure: US 231, Year Built: 1939, Year Reconstructed: 1986, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 4,170 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 5,421 (year 2040), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 434.578, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.32m (4.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $540,000, Roadway Improvement Cost: $54,000, Total Project Cost: $594,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2025, Location: 0.1 MI NO JCT CO RD55 (Lat: 34.103333, Lng: -86.571667), Route carried "on" structure: US 231, Year Built: 1939, Year Reconstructed: 1986, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 4,170 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 5,421 (year 2040), Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 434.578, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.32m (4.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $540,000, Roadway Improvement Cost: $54,000, Total Project Cost: $594,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3322, Location: 3 MI SW OF BLOUNTSVILLE (Lat: 34.044981, Lng: -86.572036), Route carried "on" structure: County highway 95, Year Built: 1948, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 183 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 272 (year 2041), Design Load: HS 20, Features Intersected: GRAVES CREEK, Facility Carried by Structure: MARDIS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 74.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.27m (7.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $234,000, Roadway Improvement Cost: $23,000, Total Project Cost: $257,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 3322, Location: 3 MI SW OF BLOUNTSVILLE (Lat: 34.044981, Lng: -86.572036), Route carried "on" structure: County highway 95, Year Built: 1948, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 183 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 272 (year 2041), Design Load: HS 20, Features Intersected: GRAVES CREEK, Facility Carried by Structure: MARDIS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 74.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.27m (7.45ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $234,000, Roadway Improvement Cost: $23,000, Total Project Cost: $257,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 3389, Location: GUM SPRINGS (Lat: 34.049372, Lng: -86.654358), Route carried "on" structure: County highway 26, Year Built: 1949, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,462 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 2,173 (year 2041), Design Load: H 15, Features Intersected: BLUE SPRINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 53.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $409,000, Roadway Improvement Cost: $41,000, Total Project Cost: $450,000 ( Estimate for 2022)
Structure Number: 3389, Location: GUM SPRINGS (Lat: 34.049372, Lng: -86.654358), Route carried "on" structure: County highway 26, Year Built: 1949, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,462 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 2,173 (year 2041), Design Load: H 15, Features Intersected: BLUE SPRINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 53.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $409,000, Roadway Improvement Cost: $41,000, Total Project Cost: $450,000 ( Estimate for 2022)
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Structure Number: 5064, Location: 1 1/2 MI NW OF ROYAL (Lat: 34.084756, Lng: -86.527728), Route carried "on" structure: County highway 26, Year Built: 1955, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,041 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,547 (year 2041), Design Load: H 15, Features Intersected: GRAVES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 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: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $378,000, Roadway Improvement Cost: $38,000, Total Project Cost: $416,000 ( Estimate for 2022)
Structure Number: 5064, Location: 1 1/2 MI NW OF ROYAL (Lat: 34.084756, Lng: -86.527728), Route carried "on" structure: County highway 26, Year Built: 1955, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,041 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,547 (year 2041), Design Load: H 15, Features Intersected: GRAVES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 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: 1.77m (5.81ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Underwater Inspection Date: October 2018, Bridge Improvement Cost: $378,000, Roadway Improvement Cost: $38,000, Total Project Cost: $416,000 ( Estimate for 2022)
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Structure Number: 658, Location: BLOUNTSVILLE (Lat: 34.084700, Lng: -86.595200), Route carried "on" structure: County highway 47, Year Built: 1959, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,536 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,282 (year 2041), Design Load: H 15, Features Intersected: BLUE SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $433,000, Roadway Improvement Cost: $43,000, Total Project Cost: $476,000 ( Estimate for 2022)
Structure Number: 658, Location: BLOUNTSVILLE (Lat: 34.084700, Lng: -86.595200), Route carried "on" structure: County highway 47, Year Built: 1959, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,536 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,282 (year 2041), Design Load: H 15, Features Intersected: BLUE SPRING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $433,000, Roadway Improvement Cost: $43,000, Total Project Cost: $476,000 ( Estimate for 2022)
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Structure Number: 6603, Location: 2 MI NE OF BLOUNTSVILLE (Lat: 34.104786, Lng: -86.575400), Route carried "on" structure: County highway 55, Year Built: 1959, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,597 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,373 (year 2041), Design Load: H 15, Features Intersected: BLUE SPRINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $458,000, Roadway Improvement Cost: $46,000, Total Project Cost: $504,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6603, Location: 2 MI NE OF BLOUNTSVILLE (Lat: 34.104786, Lng: -86.575400), Route carried "on" structure: County highway 55, Year Built: 1959, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,597 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,373 (year 2041), Design Load: H 15, Features Intersected: BLUE SPRINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $458,000, Roadway Improvement Cost: $46,000, Total Project Cost: $504,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6927, Location: BLOUNTSVILLE (Lat: 34.088469, Lng: -86.590642), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 518 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 770 (year 2037), Design Load: H 15, Features Intersected: BLUE SPRING CREEK, Facility Carried by Structure: PARK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.999, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 49.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $519,000, Roadway Improvement Cost: $52,000, Total Project Cost: $571,000 ( Estimate for 2022)
Structure Number: 6927, Location: BLOUNTSVILLE (Lat: 34.088469, Lng: -86.590642), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 518 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 770 (year 2037), Design Load: H 15, Features Intersected: BLUE SPRING CREEK, Facility Carried by Structure: PARK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.999, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 49.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.14m (7.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $519,000, Roadway Improvement Cost: $52,000, Total Project Cost: $571,000 ( Estimate for 2022)
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Structure Number: 14209, Location: 2 MI E OF GUM SPRINGS (Lat: 34.057486, Lng: -86.635672), Route carried "on" structure: County highway 15, Year Built: 1987, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 44 (year 2021), Average Future Daily Traffic: 65 (year 2041), Design Load: H 10, Features Intersected: BLUE SPRINGS CREEK, Facility Carried by Structure: MURPHREE LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 14.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.6 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: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $182,000, Roadway Improvement Cost: $18,000, Total Project Cost: $200,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14209, Location: 2 MI E OF GUM SPRINGS (Lat: 34.057486, Lng: -86.635672), Route carried "on" structure: County highway 15, Year Built: 1987, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 44 (year 2021), Average Future Daily Traffic: 65 (year 2041), Design Load: H 10, Features Intersected: BLUE SPRINGS CREEK, Facility Carried by Structure: MURPHREE LAKE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 14.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.6 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: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.89m (6.20ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2021, Other Special Inspection Date: March 2021, Bridge Improvement Cost: $182,000, Roadway Improvement Cost: $18,000, Total Project Cost: $200,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 15218, Location: 1 MI SE OF LIBERTY (Lat: 34.099853, Lng: -86.511128), Route carried "on" structure: County highway 88, Year Built: 1990, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 354 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 526 (year 2041), Design Load: HS 20, Features Intersected: GRAVES CREEK, Facility Carried by Structure: ROYAL-LIBERTY RD
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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $276,000, Roadway Improvement Cost: $28,000, Total Project Cost: $304,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 15218, Location: 1 MI SE OF LIBERTY (Lat: 34.099853, Lng: -86.511128), Route carried "on" structure: County highway 88, Year Built: 1990, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 354 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 526 (year 2041), Design Load: HS 20, Features Intersected: GRAVES CREEK, Facility Carried by Structure: ROYAL-LIBERTY RD
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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Other Special Inspection Date: Febuary 2022, Bridge Improvement Cost: $276,000, Roadway Improvement Cost: $28,000, Total Project Cost: $304,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1522, Location: 2 MI SW OF BLOUNTSVILLE (Lat: 34.057383, Lng: -86.565469), Route carried "on" structure: County highway 90, Year Built: 1990, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 195 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 290 (year 2041), Design Load: HS 15, Features Intersected: GRAVES CREEK, Facility Carried by Structure: HAMILTON MTN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $356,000, Roadway Improvement Cost: $36,000, Total Project Cost: $392,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1522, Location: 2 MI SW OF BLOUNTSVILLE (Lat: 34.057383, Lng: -86.565469), Route carried "on" structure: County highway 90, Year Built: 1990, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 195 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 290 (year 2041), Design Load: HS 15, Features Intersected: GRAVES CREEK, Facility Carried by Structure: HAMILTON MTN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.8m (19.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $356,000, Roadway Improvement Cost: $36,000, Total Project Cost: $392,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 16978, Location: 2.5MI SW BLOUNTSVILLE (Lat: 34.063900, Lng: -86.630700), Route carried "on" structure: County highway 16, Year Built: 1960, Year Reconstructed: 1996, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 67 (year 2021), Average Future Daily Traffic: 100 (year 2041), Features Intersected: COPELAND CREEK, Facility Carried by Structure: BUTTS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.9m (19.4ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 75.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $20,000, Total Project Cost: $220,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 16978, Location: 2.5MI SW BLOUNTSVILLE (Lat: 34.063900, Lng: -86.630700), Route carried "on" structure: County highway 16, Year Built: 1960, Year Reconstructed: 1996, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 67 (year 2021), Average Future Daily Traffic: 100 (year 2041), Features Intersected: COPELAND CREEK, Facility Carried by Structure: BUTTS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.010, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.9m (19.4ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 75.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $20,000, Total Project Cost: $220,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 21503, Location: 3 MI NE of Snead Crossing (Lat: 34.088458, Lng: -86.590642), Route carried "on" structure: County highway 313, Year Built: 2019, Status: Open, Structure Length: 2.03m (6.66ft), Average Daily Traffic: 168 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 249 (year 2041), Design Load: HS 20, Features Intersected: Big Mud Creek, Facility Carried by Structure: Miller Road
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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 82.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.79m (9.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $459,000, Roadway Improvement Cost: $46,000, Total Project Cost: $505,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels
Structure Number: 21503, Location: 3 MI NE of Snead Crossing (Lat: 34.088458, Lng: -86.590642), Route carried "on" structure: County highway 313, Year Built: 2019, Status: Open, Structure Length: 2.03m (6.66ft), Average Daily Traffic: 168 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 249 (year 2041), Design Load: HS 20, Features Intersected: Big Mud Creek, Facility Carried by Structure: Miller Road
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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 82.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.79m (9.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $459,000, Roadway Improvement Cost: $46,000, Total Project Cost: $505,000 ( Estimate for 2022), Deck Structure Type: Concrete Precast Panels