Bridge Statistics for Decherd, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 249ft / 76.4mTotal length
- $2,041,000Total costs
- 66,168Total average daily traffic
- 4,158Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Decherd
- No street view available for this location
- New bridges - historical statistics
- 21910-1919
- 11930-1939
- 21940-1949
- 11950-1959
- 11970-1979
- 31980-1989
- 91990-1999
- 22000-2009
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 27.3%Very good
- 54.5%Good
- 18.2%Satisfactory
- Bridge Condition - Superstructure
- 27.3%Very good
- 36.4%Good
- 27.3%Satisfactory
- 9.1%Fair
- Bridge Condition - Substructure
- 18.2%Very good
- 45.5%Good
- 27.3%Satisfactory
- 9.1%Fair
- Bridge Condition - Channel
- 12.5%Very good
- 56.3%Good
- 25.0%Satisfactory
- 6.3%Fair
- Bridge Condition - Culverts
- 12.5%Very good
- 87.5%Good
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Structure Number: 26021190001, Location: SOUTH OF SR50 (Lat: 35.204117, Lng: -86.072200), Route carried "on" structure: County highway 2119, Year Built: 2005, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 179 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 286 (year 2041), Design Load: HS 20, Features Intersected: WAGNER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, 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: 26021190001, Location: SOUTH OF SR50 (Lat: 35.204117, Lng: -86.072200), Route carried "on" structure: County highway 2119, Year Built: 2005, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 179 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 286 (year 2041), Design Load: HS 20, Features Intersected: WAGNER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, 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: 26021190003, Location: EAST OF SR50 (Lat: 35.205967, Lng: -86.072167), Route carried "on" structure: County highway 2119, Year Built: 2005, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 179 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 286 (year 2041), Design Load: HS 20, Features Intersected: OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.3m (20.7ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, 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: 26021190003, Location: EAST OF SR50 (Lat: 35.205967, Lng: -86.072167), Route carried "on" structure: County highway 2119, Year Built: 2005, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 179 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 286 (year 2041), Design Load: HS 20, Features Intersected: OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.3m (20.7ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, 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: 260A2970001, Location: EAST OF SR127 (Lat: 35.300983, Lng: -86.032000), Route carried "on" structure: County highway 297, Year Built: 1980, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 40 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 64 (year 2041), Design Load: HS 20, Features Intersected: CHILDER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.155, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $15,000, Total Project Cost: $212,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 260A2970001, Location: EAST OF SR127 (Lat: 35.300983, Lng: -86.032000), Route carried "on" structure: County highway 297, Year Built: 1980, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 40 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 64 (year 2041), Design Load: HS 20, Features Intersected: CHILDER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.155, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 33.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $15,000, Total Project Cost: $212,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 260A3550001, Location: SOUTHEAST OF SR50 (Lat: 35.204217, Lng: -86.040833), Route carried "on" structure: County highway 355, Year Built: 1970, Year Reconstructed: 2015, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 390 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 624 (year 2041), Design Load: HL 93, Features Intersected: WAGNER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.949, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 260A3550001, Location: SOUTHEAST OF SR50 (Lat: 35.204217, Lng: -86.040833), Route carried "on" structure: County highway 355, Year Built: 1970, Year Reconstructed: 2015, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 390 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 624 (year 2041), Design Load: HL 93, Features Intersected: WAGNER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.949, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 260A3560001, Location: SOUTH OF SR50 (Lat: 35.213917, Lng: -86.025867), Route carried "on" structure: County highway 356, Year Built: 1983, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 130 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 208 (year 2041), Design Load: HS 20, Features Intersected: WAGNER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.116, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, 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: 8.1m (26.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 61.6 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: Bituminous
Structure Number: 260A3560001, Location: SOUTH OF SR50 (Lat: 35.213917, Lng: -86.025867), Route carried "on" structure: County highway 356, Year Built: 1983, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 130 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 208 (year 2041), Design Load: HS 20, Features Intersected: WAGNER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.116, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, 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: 8.1m (26.6ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 61.6 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: Bituminous
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Structure Number: 260A4100001, Location: SOUTH OF SR50 (Lat: 35.203806, Lng: -86.080619), Route carried "on" structure: City street 410, Year Built: 1940, Year Reconstructed: 2009, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 690 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,104 (year 2041), Design Load: HL 93, Features Intersected: WAGNER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.027, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to 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: 260A4100001, Location: SOUTH OF SR50 (Lat: 35.203806, Lng: -86.080619), Route carried "on" structure: City street 410, Year Built: 1940, Year Reconstructed: 2009, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 690 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,104 (year 2041), Design Load: HL 93, Features Intersected: WAGNER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.027, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to 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: 260A5810001, Location: CHATTIN BLVD OVER BRANCH (Lat: 35.209533, Lng: -86.097200), Route carried "on" structure: City street A581, Year Built: 2015, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 1,260 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 2,016 (year 2039), Design Load: HL 93, Features Intersected: BRANCH, Facility Carried by Structure: CHATTIN BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.158, Lanes on structure: 20, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 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: 6.9m (22.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Very good, Culverts: Very good, 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: Equal to present desirable criteria, Deck Geometry: High priority of replacement, 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: 260A5810001, Location: CHATTIN BLVD OVER BRANCH (Lat: 35.209533, Lng: -86.097200), Route carried "on" structure: City street A581, Year Built: 2015, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 1,260 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 2,016 (year 2039), Design Load: HL 93, Features Intersected: BRANCH, Facility Carried by Structure: CHATTIN BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.158, Lanes on structure: 20, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 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: 6.9m (22.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Very good, Culverts: Very good, 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: Equal to present desirable criteria, Deck Geometry: High priority of replacement, 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: 260B0300001, Location: EAST OF SR50 (Lat: 35.210533, Lng: -86.053617), Route carried "on" structure: County highway A091, Year Built: 2017, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 260 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 416 (year 2040), Design Load: HL 93, Features Intersected: BLUE SPRING BRANCH, Facility Carried by Structure: NFA 2119 (SA 2612)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 260B0300001, Location: EAST OF SR50 (Lat: 35.210533, Lng: -86.053617), Route carried "on" structure: County highway A091, Year Built: 2017, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 260 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 416 (year 2040), Design Load: HL 93, Features Intersected: BLUE SPRING BRANCH, Facility Carried by Structure: NFA 2119 (SA 2612)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26S44050001, Location: 2.09 M E OF DECHERD CL (Lat: 35.212333, Lng: -86.031517), Route carried "on" structure: County highway 1086, Year Built: 1985, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,067 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,307 (year 2041), Design Load: HS 20, Features Intersected: WAGNER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.851, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.1 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 26S44050001, Location: 2.09 M E OF DECHERD CL (Lat: 35.212333, Lng: -86.031517), Route carried "on" structure: County highway 1086, Year Built: 1985, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,067 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,307 (year 2041), Design Load: HS 20, Features Intersected: WAGNER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.851, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.1 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26S44760003, Location: NORTH OF SR50 (Lat: 35.293933, Lng: -86.005667), Route carried "on" structure: County highway 1092, Year Built: 1930, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 222 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 355 (year 2042), Design Load: H 10, Features Intersected: GUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.971, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 26S44760003, Location: NORTH OF SR50 (Lat: 35.293933, Lng: -86.005667), Route carried "on" structure: County highway 1092, Year Built: 1930, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 222 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 355 (year 2042), Design Load: H 10, Features Intersected: GUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.971, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 26SR0160009, Location: BEGIN MANCHESTER CITY LIM (Lat: 35.201133, Lng: -86.094617), Route carried "on" structure: Alternate US 41, Year Built: 1941, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 14,553 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 23,285 (year 2041), Design Load: HS 20, Features Intersected: WAGNER CREEK, Facility Carried by Structure: FAP 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.588, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $434,000, Roadway Improvement Cost: $44,000, Total Project Cost: $652,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26SR0160009, Location: BEGIN MANCHESTER CITY LIM (Lat: 35.201133, Lng: -86.094617), Route carried "on" structure: Alternate US 41, Year Built: 1941, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 14,553 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 23,285 (year 2041), Design Load: HS 20, Features Intersected: WAGNER CREEK, Facility Carried by Structure: FAP 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.588, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.4m (60.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $434,000, Roadway Improvement Cost: $44,000, Total Project Cost: $652,000 ( Estimate for 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: 26SR0500001, Location: NEAR GRUNDY CO. LINE (Lat: 35.192183, Lng: -86.281183), Route carried "on" structure: State highway 50, Year Built: 1950, Year Reconstructed: 2013, Status: Posted for load, Structure Length: 16.67m (54.69ft), Average Daily Traffic: 1,357 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,171 (year 2041), Design Load: H 15, Features Intersected: ELK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.527, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 12, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 29.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 16.67m (54.69ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $783,000, Roadway Improvement Cost: $79,000, Total Project Cost: $1,175,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26SR0500001, Location: NEAR GRUNDY CO. LINE (Lat: 35.192183, Lng: -86.281183), Route carried "on" structure: State highway 50, Year Built: 1950, Year Reconstructed: 2013, Status: Posted for load, Structure Length: 16.67m (54.69ft), Average Daily Traffic: 1,357 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,171 (year 2041), Design Load: H 15, Features Intersected: ELK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.527, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 12, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 29.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 16.67m (54.69ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $783,000, Roadway Improvement Cost: $79,000, Total Project Cost: $1,175,000 ( Estimate for 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: 26SR0500017, Location: IN DECHERD (Lat: 35.227867, Lng: -86.048133), Route carried "on" structure: US 64, Year Built: 1994, Status: Open, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 3,793 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 6,069 (year 2041), Design Load: HS 20, Features Intersected: SR-50 / SR-433, Facility Carried by Structure: FAP 50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.003, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 31 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.0m (141.1ft), Curb-To-Curb Width: 32.3m (106.0ft), Out-to-Out Width: 32.9m (107.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.3 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: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26SR0500017, Location: IN DECHERD (Lat: 35.227867, Lng: -86.048133), Route carried "on" structure: US 64, Year Built: 1994, Status: Open, Structure Length: 8.20m (26.90ft), Average Daily Traffic: 3,793 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 6,069 (year 2041), Design Load: HS 20, Features Intersected: SR-50 / SR-433, Facility Carried by Structure: FAP 50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 24.003, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 31 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.0m (141.1ft), Curb-To-Curb Width: 32.3m (106.0ft), Out-to-Out Width: 32.9m (107.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.3 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: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 26SR0500019, Location: 3 MI NE OF DECHERD (Lat: 35.250350, Lng: -86.025800), Route carried "on" structure: State highway 50, Year Built: 1992, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 5,301 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 8,482 (year 2041), Design Load: HS 20, Features Intersected: SR050 / 0B050
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.238, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 26SR0500, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.4 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: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26SR0500019, Location: 3 MI NE OF DECHERD (Lat: 35.250350, Lng: -86.025800), Route carried "on" structure: State highway 50, Year Built: 1992, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 5,301 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 8,482 (year 2041), Design Load: HS 20, Features Intersected: SR050 / 0B050
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.238, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 26SR0500, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.4 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: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26SR050002, Location: 3 MI NE OF DECHERD (Lat: 35.250233, Lng: -86.026283), Route carried "on" structure: State highway 50, Year Built: 1992, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 5,301 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 8,482 (year 2041), Design Load: HS 20, Features Intersected: SR050 / 02729
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.238, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 26SR0500, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.4 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: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26SR050002, Location: 3 MI NE OF DECHERD (Lat: 35.250233, Lng: -86.026283), Route carried "on" structure: State highway 50, Year Built: 1992, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 5,301 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 8,482 (year 2041), Design Load: HS 20, Features Intersected: SR050 / 02729
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.238, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 26SR0500, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.4 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: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26SR0500021, Location: 4.5 MI W OG GRUNDY CO LN (Lat: 35.265667, Lng: -85.980700), Route carried "on" structure: US 64, Year Built: 1992, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 6,425 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 10,280 (year 2041), Design Load: HS 20, Features Intersected: GUM CREEK, Facility Carried by Structure: FAP 50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.938, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 26SR0500, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 11 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 26SR0500021, Location: 4.5 MI W OG GRUNDY CO LN (Lat: 35.265667, Lng: -85.980700), Route carried "on" structure: US 64, Year Built: 1992, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 6,425 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 10,280 (year 2041), Design Load: HS 20, Features Intersected: GUM CREEK, Facility Carried by Structure: FAP 50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.938, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 26SR0500, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 11 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 26SR0500025, Location: 0.1 MI N OF KELLY LN (Lat: 35.205317, Lng: -86.052133), Route carried "on" structure: US 64, Year Built: 1994, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 5,374 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 8,598 (year 2041), Design Load: HS 20, Features Intersected: WAGNER CREEK, Facility Carried by Structure: FAP 433
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.750, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 11 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.1 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 26SR0500025, Location: 0.1 MI N OF KELLY LN (Lat: 35.205317, Lng: -86.052133), Route carried "on" structure: US 64, Year Built: 1994, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 5,374 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 8,598 (year 2041), Design Load: HS 20, Features Intersected: WAGNER CREEK, Facility Carried by Structure: FAP 433
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.750, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 11 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.8m (19.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.1 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 26SR0500027, Location: NEAR BLUESPRING RD (Lat: 35.212683, Lng: -86.048717), Route carried "on" structure: US 64, Year Built: 1994, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 4,878 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 7,805 (year 2041), Design Load: HS 20, Features Intersected: BLUE SPRING BRANCH, Facility Carried by Structure: FAP 433
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.603, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.1 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 26SR0500027, Location: NEAR BLUESPRING RD (Lat: 35.212683, Lng: -86.048717), Route carried "on" structure: US 64, Year Built: 1994, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 4,878 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 7,805 (year 2041), Design Load: HS 20, Features Intersected: BLUE SPRING BRANCH, Facility Carried by Structure: FAP 433
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.603, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.1 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 26SR1270001, Location: 2 MI.NE.OF CAPITOL HILL (Lat: 35.299200, Lng: -86.060000), Route carried "on" structure: State highway 127, Year Built: 2019, Status: Open, Structure Length: 11.43m (37.50ft), Average Daily Traffic: 4,848 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 7,757 (year 2041), Design Load: HL 93, Features Intersected: ELK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.978, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.1 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 26SR1270001, Location: 2 MI.NE.OF CAPITOL HILL (Lat: 35.299200, Lng: -86.060000), Route carried "on" structure: State highway 127, Year Built: 2019, Status: Open, Structure Length: 11.43m (37.50ft), Average Daily Traffic: 4,848 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 7,757 (year 2041), Design Load: HL 93, Features Intersected: ELK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.978, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 43.1 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 26021080001, Location: .5 MI FROM HUDSON LANE (Lat: 35.188500, Lng: -86.046200), Route carried "under" structure: County highway 2108, Year Built: 1919, Structure Length: 0. m, Average Daily Traffic: 974 (year 2020), Truck Traffic: 3%, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 3.33m (10.93ft), Kilometerpoint: 2.736, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 4.9m (16.1ft)
Structure Number: 26021080001, Location: .5 MI FROM HUDSON LANE (Lat: 35.188500, Lng: -86.046200), Route carried "under" structure: County highway 2108, Year Built: 1919, Structure Length: 0. m, Average Daily Traffic: 974 (year 2020), Truck Traffic: 3%, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 3.33m (10.93ft), Kilometerpoint: 2.736, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 4.9m (16.1ft)
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Structure Number: 26021190005, Location: .1 MI FROM KELLY RD (Lat: 35.204075, Lng: -86.072203), Route carried "under" structure: City street 2119, Year Built: 1919, Structure Length: 0. m, Average Daily Traffic: 179 (year 2020), Truck Traffic: 3%, Features Intersected: CSX RAILROAD, Facility Carried by Structure: CSX RR 349414U
Minimum Vertical Clearance: 3.00m (9.84ft), Kilometerpoint: 0.563, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 4.9m (16.1ft)
Structure Number: 26021190005, Location: .1 MI FROM KELLY RD (Lat: 35.204075, Lng: -86.072203), Route carried "under" structure: City street 2119, Year Built: 1919, Structure Length: 0. m, Average Daily Traffic: 179 (year 2020), Truck Traffic: 3%, Features Intersected: CSX RAILROAD, Facility Carried by Structure: CSX RR 349414U
Minimum Vertical Clearance: 3.00m (9.84ft), Kilometerpoint: 0.563, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Slab, Length of Maximum Span: 4.9m (16.1ft)
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Structure Number: 26SR0500017, Location: IN DECHERD (Lat: 35.227867, Lng: -86.048133), Route carried "under" structure: US 64, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 4,878 (year 2020), Truck Traffic: 4%, Features Intersected: SR-50 / SR-433, Facility Carried by Structure: FAP 50
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 13.309, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.0m (141.1ft)
Structure Number: 26SR0500017, Location: IN DECHERD (Lat: 35.227867, Lng: -86.048133), Route carried "under" structure: US 64, Year Built: 1994, Structure Length: 0. m, Average Daily Traffic: 4,878 (year 2020), Truck Traffic: 4%, Features Intersected: SR-50 / SR-433, Facility Carried by Structure: FAP 50
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 13.309, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.0m (141.1ft)
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Structure Number: 26SR0500019, Location: 3 MI NE OF DECHERD (Lat: 35.250350, Lng: -86.025800), Route carried "under" structure: County highway 50, Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2022), Truck Traffic: 2%, Features Intersected: SR050 / 0B050
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.027, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: 26SR0500019, Location: 3 MI NE OF DECHERD (Lat: 35.250350, Lng: -86.025800), Route carried "under" structure: County highway 50, Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 1,500 (year 2022), Truck Traffic: 2%, Features Intersected: SR050 / 0B050
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.027, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
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Structure Number: 26SR050002, Location: 3 MI NE OF DECHERD (Lat: 35.250233, Lng: -86.026283), Route carried "under" structure: County highway 2729, Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 1,390 (year 2020), Truck Traffic: 3%, Features Intersected: SR050 / 02729, Facility Carried by Structure: FAP 50
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 4.152, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: 26SR050002, Location: 3 MI NE OF DECHERD (Lat: 35.250233, Lng: -86.026283), Route carried "under" structure: County highway 2729, Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 1,390 (year 2020), Truck Traffic: 3%, Features Intersected: SR050 / 02729, Facility Carried by Structure: FAP 50
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 4.152, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)