Bridge Statistics for Apison, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 36ft / 11.2mTotal length
- $98,000Total costs
- 12,242Total average daily traffic
- 434Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Apison
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21930-1939
- 31980-1989
- 21990-1999
- 12000-2009
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 66.7%Good
- 33.3%Fair
- Bridge Condition - Superstructure
- 33.3%Very good
- 33.3%Good
- 33.3%Fair
- Bridge Condition - Substructure
- 66.7%Good
- 33.3%Satisfactory
- Bridge Condition - Channel
- 22.2%Good
- 66.7%Satisfactory
- 11.1%Fair
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Structure Number: 60A0250001, Location: 1.7 MI W OF SR60 JCT (Lat: 35.019450, Lng: -84.943833), Route carried "on" structure: State highway 317, Year Built: 1994, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,025 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,648 (year 2039), Design Load: HS 20, Features Intersected: MAROON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.945, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 60A0250001, Location: 1.7 MI W OF SR60 JCT (Lat: 35.019450, Lng: -84.943833), Route carried "on" structure: State highway 317, Year Built: 1994, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,025 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,648 (year 2039), Design Load: HS 20, Features Intersected: MAROON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.945, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 60B2590001, Location: .5MI WEST OF SR60 (Lat: 35.016067, Lng: -84.938883), Route carried "on" structure: County highway 259, Year Built: 1986, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 250 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 400 (year 2041), Design Load: HS 20, Features Intersected: MAROON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.533, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 60B2590001, Location: .5MI WEST OF SR60 (Lat: 35.016067, Lng: -84.938883), Route carried "on" structure: County highway 259, Year Built: 1986, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 250 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 400 (year 2041), Design Load: HS 20, Features Intersected: MAROON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.533, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 60B2760001, Location: 2.1 MI FROM PARK STORE (Lat: 35.058600, Lng: -84.971217), Route carried "on" structure: County highway 276, Year Built: 1983, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 180 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 288 (year 2041), Design Load: HS 20, Features Intersected: CANDIES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.632, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 60B2760001, Location: 2.1 MI FROM PARK STORE (Lat: 35.058600, Lng: -84.971217), Route carried "on" structure: County highway 276, Year Built: 1983, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 180 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 288 (year 2041), Design Load: HS 20, Features Intersected: CANDIES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.632, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 60B2790001, Location: 1.5MI EAST OF HAMILTON CO (Lat: 35.066017, Lng: -84.969700), Route carried "on" structure: County highway 279, Year Built: 1984, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 40 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 64 (year 2041), Design Load: HS 20, Features Intersected: CANDIES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.974, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 60B2790001, Location: 1.5MI EAST OF HAMILTON CO (Lat: 35.066017, Lng: -84.969700), Route carried "on" structure: County highway 279, Year Built: 1984, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 40 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 64 (year 2041), Design Load: HS 20, Features Intersected: CANDIES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.974, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6SR3170001, Location: 1.8 MI W OF SR60 JCT (Lat: 35.019100, Lng: -84.944750), Route carried "on" structure: State highway 317, Year Built: 1994, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,025 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,648 (year 2039), Design Load: HS 20, Features Intersected: MAROON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.881, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6SR3170001, Location: 1.8 MI W OF SR60 JCT (Lat: 35.019100, Lng: -84.944750), Route carried "on" structure: State highway 317, Year Built: 1994, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,025 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 1,648 (year 2039), Design Load: HS 20, Features Intersected: MAROON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.881, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 33021520001, Location: .1 MI N OF GA-TN STATE LN (Lat: 34.987767, Lng: -85.062867), Route carried "on" structure: County highway 5781, Year Built: 1935, Year Reconstructed: 1970, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,385 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,184 (year 2041), Design Load: H 15, Features Intersected: JOHNSON BRANCH, Facility Carried by Structure: NFA D940
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.066, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.9m (9.5ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $65,000, Roadway Improvement Cost: $7,000, Total Project Cost: $98,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33021520001, Location: .1 MI N OF GA-TN STATE LN (Lat: 34.987767, Lng: -85.062867), Route carried "on" structure: County highway 5781, Year Built: 1935, Year Reconstructed: 1970, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,385 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,184 (year 2041), Design Load: H 15, Features Intersected: JOHNSON BRANCH, Facility Carried by Structure: NFA D940
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.066, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.9m (9.5ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $65,000, Roadway Improvement Cost: $7,000, Total Project Cost: $98,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 330A3940001, Location: 6 MILES WEST OF JCT 1-75 (Lat: 34.994233, Lng: -85.085483), Route carried "on" structure: City street 394, Year Built: 2009, Status: Open, Structure Length: 4.04m (13.25ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.7m (71.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 330A3940001, Location: 6 MILES WEST OF JCT 1-75 (Lat: 34.994233, Lng: -85.085483), Route carried "on" structure: City street 394, Year Built: 2009, Status: Open, Structure Length: 4.04m (13.25ft), Average Daily Traffic: 100 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 160 (year 2040), Design Load: HS 20, Features Intersected: HURRICANE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.7m (71.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 330D9330001, Location: 3 MI SOUTH OF US 11 (Lat: 35.020683, Lng: -85.028183), Route carried "on" structure: County highway 933, Year Built: 2015, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 190 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 304 (year 2040), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.333, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 330D9330001, Location: 3 MI SOUTH OF US 11 (Lat: 35.020683, Lng: -85.028183), Route carried "on" structure: County highway 933, Year Built: 2015, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 190 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 304 (year 2040), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.333, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 330D9440001, Location: .2 MI W OF BRADLEY CO LN (Lat: 34.991617, Lng: -84.983817), Route carried "on" structure: County highway 944, Year Built: 2022, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 280 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 448 (year 2042), Design Load: HL 93, Features Intersected: NICHOLSON SPRINGS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.203, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.2m (33.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 330D9440001, Location: .2 MI W OF BRADLEY CO LN (Lat: 34.991617, Lng: -84.983817), Route carried "on" structure: County highway 944, Year Built: 2022, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 280 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 448 (year 2042), Design Load: HL 93, Features Intersected: NICHOLSON SPRINGS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.203, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.2m (33.5ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 33011430001, Location: 1 MI S OF BRADLEY CO LINE (Lat: 35.021733, Lng: -85.022567), Route carried "under" structure: County highway 1143, Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 6,487 (year 2020), Truck Traffic: 4%, Features Intersected: NORFOLK-SOUTHERN RWY, Facility Carried by Structure: NORFK-SOU 719681V
Minimum Vertical Clearance: 4.22m (13.85ft), Kilometerpoint: 0.064, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 7.1m (23.3ft)
Structure Number: 33011430001, Location: 1 MI S OF BRADLEY CO LINE (Lat: 35.021733, Lng: -85.022567), Route carried "under" structure: County highway 1143, Year Built: 1930, Structure Length: 0. m, Average Daily Traffic: 6,487 (year 2020), Truck Traffic: 4%, Features Intersected: NORFOLK-SOUTHERN RWY, Facility Carried by Structure: NORFK-SOU 719681V
Minimum Vertical Clearance: 4.22m (13.85ft), Kilometerpoint: 0.064, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 7.1m (23.3ft)
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Structure Number: 330D9440003, Location: .2 MI W OF BRADLEY CO LN (Lat: 34.990475, Lng: -84.980275), Route carried "under" structure: County highway 944, Year Built: 1920, Structure Length: 0. m, Average Daily Traffic: 280 (year 2022), Truck Traffic: 2%, Features Intersected: SOUTHERN RAILROAD
Minimum Vertical Clearance: 3.48m (11.42ft), Kilometerpoint: 2.580, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 6.1m (20.0ft)
Structure Number: 330D9440003, Location: .2 MI W OF BRADLEY CO LN (Lat: 34.990475, Lng: -84.980275), Route carried "under" structure: County highway 944, Year Built: 1920, Structure Length: 0. m, Average Daily Traffic: 280 (year 2022), Truck Traffic: 2%, Features Intersected: SOUTHERN RAILROAD
Minimum Vertical Clearance: 3.48m (11.42ft), Kilometerpoint: 2.580, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 6.1m (20.0ft)