Bridge Statistics for Baxter, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 148ft / 44.6mTotal length
- $834,000Total costs
- 338,196Total average daily traffic
- 92,386Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Baxter
- No street view available for this location
- New bridges - historical statistics
- 21940-1949
- 151960-1969
- 31980-1989
- 21990-1999
- 12000-2009
- 12020-2022
- Bridge Condition - Deck
- 12.5%Very good
- 75.0%Good
- 12.5%Satisfactory
- Bridge Condition - Superstructure
- 12.5%Very good
- 12.5%Good
- 37.5%Satisfactory
- 37.5%Fair
- Bridge Condition - Substructure
- 75.0%Good
- 25.0%Satisfactory
- Bridge Condition - Channel
- 54.5%Good
- 36.4%Satisfactory
- 9.1%Poor
- Bridge Condition - Culverts
- 77.8%Good
- 22.2%Satisfactory
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Structure Number: 71022220001, Location: .2 MI SOUTH OF I40 (Lat: 36.137117, Lng: -85.788550), Route carried "on" structure: County highway 2222, Year Built: 1940, Status: Posted for load, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 80 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 128 (year 2042), Design Load: H 15, Features Intersected: BUFFALO VALLEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 19.1 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: 14.9 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 71022220001, Location: .2 MI SOUTH OF I40 (Lat: 36.137117, Lng: -85.788550), Route carried "on" structure: County highway 2222, Year Built: 1940, Status: Posted for load, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 80 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 128 (year 2042), Design Load: H 15, Features Intersected: BUFFALO VALLEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 19.1 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: 14.9 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 71022260001, Location: IN CITY OF BAXTER (Lat: 36.152983, Lng: -85.645150), Route carried "on" structure: City street 2226, Year Built: 1991, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,551 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,976 (year 2038), Design Load: HS 20, Features Intersected: MINE LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.069, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 14.5m (47.6ft)
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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 71022260001, Location: IN CITY OF BAXTER (Lat: 36.152983, Lng: -85.645150), Route carried "on" structure: City street 2226, Year Built: 1991, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,551 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,976 (year 2038), Design Load: HS 20, Features Intersected: MINE LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.069, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 14.5m (47.6ft)
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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 710A0300001, Location: 3MI SOUTH OF SR24 (Lat: 36.152733, Lng: -85.712783), Route carried "on" structure: County highway 30, Year Built: 1986, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 30 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 48 (year 2040), Design Load: HS 20, Features Intersected: BIG INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.079, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 86.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 710A0300001, Location: 3MI SOUTH OF SR24 (Lat: 36.152733, Lng: -85.712783), Route carried "on" structure: County highway 30, Year Built: 1986, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 30 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 48 (year 2040), Design Load: HS 20, Features Intersected: BIG INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.079, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 86.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 710A0620001, Location: 2MI FROM JACKSON CO LINE (Lat: 36.208317, Lng: -85.697633), Route carried "on" structure: County highway 62, Year Built: 1988, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 60 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 96 (year 2038), Design Load: HS 20, Features Intersected: MCBROOM BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.845, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 5 degrees, 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: 7.4m (24.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 710A0620001, Location: 2MI FROM JACKSON CO LINE (Lat: 36.208317, Lng: -85.697633), Route carried "on" structure: County highway 62, Year Built: 1988, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 60 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 96 (year 2038), Design Load: HS 20, Features Intersected: MCBROOM BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.845, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 5 degrees, 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: 7.4m (24.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 710A0670001, Location: ON JACKSON&PUTNAM CO LINE (Lat: 36.215000, Lng: -85.655550), Route carried "on" structure: County highway 67, Year Built: 1984, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 70 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 112 (year 2040), Design Load: HS 20, Features Intersected: MARTIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.039, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 8.0m (26.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 710A0670001, Location: ON JACKSON&PUTNAM CO LINE (Lat: 36.215000, Lng: -85.655550), Route carried "on" structure: County highway 67, Year Built: 1984, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 70 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 112 (year 2040), Design Load: HS 20, Features Intersected: MARTIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.039, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 8.0m (26.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 710A1220001, Location: IN PUTNAM CO. (Lat: 36.149367, Lng: -85.644300), Route carried "on" structure: City street 122, Year Built: 2020, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 550 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 880 (year 2041), Design Load: HL 93, Features Intersected: MINE LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.373, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: 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: Better than present minimum criteria, 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: 0.83m (2.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $56,000, Roadway Improvement Cost: $6,000, Total Project Cost: $85,000 ( Estimate for 2021)
Structure Number: 710A1220001, Location: IN PUTNAM CO. (Lat: 36.149367, Lng: -85.644300), Route carried "on" structure: City street 122, Year Built: 2020, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 550 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 880 (year 2041), Design Load: HL 93, Features Intersected: MINE LICK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.373, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: 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: Better than present minimum criteria, 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: 0.83m (2.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $56,000, Roadway Improvement Cost: $6,000, Total Project Cost: $85,000 ( Estimate for 2021)
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Structure Number: 710B2400001, Location: .2 MI FROM I40 (Lat: 36.139450, Lng: -85.627067), Route carried "on" structure: City street 240, Year Built: 1940, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 90 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 144 (year 2040), Design Load: H 15, Features Intersected: MAXWELL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.142, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 710B2400001, Location: .2 MI FROM I40 (Lat: 36.139450, Lng: -85.627067), Route carried "on" structure: City street 240, Year Built: 1940, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 90 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 144 (year 2040), Design Load: H 15, Features Intersected: MAXWELL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.142, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 71I00400013, Location: 3 MI FROM SR56 (Lat: 36.112433, Lng: -85.686633), Route carried "on" structure: County highway 2224, Year Built: 1960, Year Reconstructed: 1996, Status: Open, Structure Length: 8.06m (26.44ft), Average Daily Traffic: 761 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,056 (year 2040), Design Load: HS 20+Mod, Features Intersected: OLD BAXTER RD / I-40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.659, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.0m (78.7ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 71I00400013, Location: 3 MI FROM SR56 (Lat: 36.112433, Lng: -85.686633), Route carried "on" structure: County highway 2224, Year Built: 1960, Year Reconstructed: 1996, Status: Open, Structure Length: 8.06m (26.44ft), Average Daily Traffic: 761 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,056 (year 2040), Design Load: HS 20+Mod, Features Intersected: OLD BAXTER RD / I-40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.659, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.0m (78.7ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, 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: 71I00400015, Location: 1.1 MI W OF SR56 (Lat: 36.134667, Lng: -85.649300), Route carried "on" structure: Interstate 40, Year Built: 1960, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 44,671 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 72,240 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-40 EB / ELMORE TOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.668, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.44m (11.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $52,000, Roadway Improvement Cost: $6,000, Total Project Cost: $79,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 71I00400015, Location: 1.1 MI W OF SR56 (Lat: 36.134667, Lng: -85.649300), Route carried "on" structure: Interstate 40, Year Built: 1960, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 44,671 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 72,240 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-40 EB / ELMORE TOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.668, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.44m (11.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $52,000, Roadway Improvement Cost: $6,000, Total Project Cost: $79,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 71I00400016, Location: 1.1 MI W OF SR56 (Lat: 36.135283, Lng: -85.649083), Route carried "on" structure: Interstate 40, Year Built: 1960, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 44,671 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 72,240 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-40 WB / ELMORE TOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.668, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 71I00400016, Location: 1.1 MI W OF SR56 (Lat: 36.135283, Lng: -85.649083), Route carried "on" structure: Interstate 40, Year Built: 1960, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 44,671 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 72,240 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-40 WB / ELMORE TOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.668, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 71I00400017, Location: I-40 / BAXTER ROAD (Lat: 36.137433, Lng: -85.629550), Route carried "on" structure: Interstate 40, Year Built: 1960, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 44,671 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 72,240 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-40 EB / BAXTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.519, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 88.2 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 71I00400017, Location: I-40 / BAXTER ROAD (Lat: 36.137433, Lng: -85.629550), Route carried "on" structure: Interstate 40, Year Built: 1960, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 44,671 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 72,240 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-40 EB / BAXTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.519, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 88.2 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 71I00400018, Location: 2.2 MI S OF SR24 (Lat: 36.137950, Lng: -85.628817), Route carried "on" structure: Interstate 40, Year Built: 1960, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 44,671 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 72,240 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-40 WB / BAXTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.519, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 88.2 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 71I00400018, Location: 2.2 MI S OF SR24 (Lat: 36.137950, Lng: -85.628817), Route carried "on" structure: Interstate 40, Year Built: 1960, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 44,671 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 72,240 (year 2040), Design Load: HS 20+Mod, Features Intersected: I-40 WB / BAXTER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.519, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 88.2 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 71I00400019, Location: 0.5 MI W OF SR56 (Lat: 36.137317, Lng: -85.627083), Route carried "on" structure: Interstate 40, Year Built: 1961, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 47,029 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 71,952 (year 2040), Design Load: HS 20+Mod, Features Intersected: MAXWELL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.680, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 78.0m (255.9ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $446,000, Roadway Improvement Cost: $45,000, Total Project Cost: $670,000 ( Estimate for 2020)
Structure Number: 71I00400019, Location: 0.5 MI W OF SR56 (Lat: 36.137317, Lng: -85.627083), Route carried "on" structure: Interstate 40, Year Built: 1961, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 47,029 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 71,952 (year 2040), Design Load: HS 20+Mod, Features Intersected: MAXWELL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.680, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 78.0m (255.9ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $446,000, Roadway Improvement Cost: $45,000, Total Project Cost: $670,000 ( Estimate for 2020)
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Structure Number: 71S43970001, Location: 2MI SOUTH OF I40 (Lat: 36.109100, Lng: -85.629550), Route carried "on" structure: County highway 1165, Year Built: 1998, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 2,393 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,352 (year 2040), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.222, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.3m (17.4ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 71S43970001, Location: 2MI SOUTH OF I40 (Lat: 36.109100, Lng: -85.629550), Route carried "on" structure: County highway 1165, Year Built: 1998, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 2,393 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,352 (year 2040), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.222, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.3m (17.4ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: September 2020, 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: 71S43970003, Location: .3MI SOUTH OF I40 (Lat: 36.136333, Lng: -85.628383), Route carried "on" structure: County highway 1165, Year Built: 1960, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,393 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,352 (year 2040), Design Load: HS 20, Features Intersected: MAXWELL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.408, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Poor, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 71S43970003, Location: .3MI SOUTH OF I40 (Lat: 36.136333, Lng: -85.628383), Route carried "on" structure: County highway 1165, Year Built: 1960, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,393 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 2,352 (year 2040), Design Load: HS 20, Features Intersected: MAXWELL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.408, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Poor, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 71SR0560001, Location: IN BAXTER CITY LIMITS (Lat: 36.160000, Lng: -85.628050), Route carried "on" structure: State highway 56, Year Built: 1968, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 5,347 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 8,555 (year 2041), Design Load: HS 20+Mod, Features Intersected: N&E RR & NFA 2226
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.396, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 71SR0560, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 71SR0560001, Location: IN BAXTER CITY LIMITS (Lat: 36.160000, Lng: -85.628050), Route carried "on" structure: State highway 56, Year Built: 1968, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 5,347 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 8,555 (year 2041), Design Load: HS 20+Mod, Features Intersected: N&E RR & NFA 2226
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.396, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 71SR0560, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 71SR2910001, Location: 2 MI N OF BAXTER (Lat: 36.188183, Lng: -85.612483), Route carried "on" structure: State highway 291, Year Built: 2002, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 1,318 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,224 (year 2040), Design Load: HS 20, Features Intersected: RECTOR BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.398, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 11.8m (38.7ft), Out-to-Out Width: 13.7m (44.9ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 71SR2910001, Location: 2 MI N OF BAXTER (Lat: 36.188183, Lng: -85.612483), Route carried "on" structure: State highway 291, Year Built: 2002, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 1,318 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 2,224 (year 2040), Design Load: HS 20, Features Intersected: RECTOR BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.398, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 11.8m (38.7ft), Out-to-Out Width: 13.7m (44.9ft)
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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 71I00400011, Location: NEAR COOKVILLE TENN. (Lat: 36.110133, Lng: -85.689483), Route carried "under" structure: Interstate 40, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 44,165 (year 2020), Truck Traffic: 29%, Features Intersected: NASHVILLE & EASTERN RR, Facility Carried by Structure: CSX RR 348985K
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 13.728, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft)
Structure Number: 71I00400011, Location: NEAR COOKVILLE TENN. (Lat: 36.110133, Lng: -85.689483), Route carried "under" structure: Interstate 40, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 44,165 (year 2020), Truck Traffic: 29%, Features Intersected: NASHVILLE & EASTERN RR, Facility Carried by Structure: CSX RR 348985K
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 13.728, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft)
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Structure Number: 71I00400013, Location: NEAR COOKVILLE TENN. (Lat: 36.112767, Lng: -85.686983), Route carried "under" structure: Interstate 40, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 44,165 (year 2020), Truck Traffic: 29%, Features Intersected: I-40 UNDER OLD BAXTER RD, Facility Carried by Structure: NFA 2224
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 14.114, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 24.1m (79.1ft)
Structure Number: 71I00400013, Location: NEAR COOKVILLE TENN. (Lat: 36.112767, Lng: -85.686983), Route carried "under" structure: Interstate 40, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 44,165 (year 2020), Truck Traffic: 29%, Features Intersected: I-40 UNDER OLD BAXTER RD, Facility Carried by Structure: NFA 2224
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 14.114, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 24.1m (79.1ft)
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Structure Number: 71I00400015, Location: 1.1 MI FROM SR 56 (Lat: 36.134667, Lng: -85.649300), Route carried "under" structure: County highway 122, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 260 (year 2022), Truck Traffic: 2%, Features Intersected: I-40 EB
Minimum Vertical Clearance: 3.89m (12.76ft), Kilometerpoint: 2.271, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.5m (41.0ft)
Structure Number: 71I00400015, Location: 1.1 MI FROM SR 56 (Lat: 36.134667, Lng: -85.649300), Route carried "under" structure: County highway 122, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 260 (year 2022), Truck Traffic: 2%, Features Intersected: I-40 EB
Minimum Vertical Clearance: 3.89m (12.76ft), Kilometerpoint: 2.271, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.5m (41.0ft)
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Structure Number: 71I00400016, Location: 1.1 M W OF SR56 (Lat: 36.135283, Lng: -85.649083), Route carried "under" structure: County highway 122, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 260 (year 2022), Truck Traffic: 2%, Features Intersected: I-40 WB
Minimum Vertical Clearance: 3.89m (12.76ft), Kilometerpoint: 2.210, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.5m (41.0ft)
Structure Number: 71I00400016, Location: 1.1 M W OF SR56 (Lat: 36.135283, Lng: -85.649083), Route carried "under" structure: County highway 122, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 260 (year 2022), Truck Traffic: 2%, Features Intersected: I-40 WB
Minimum Vertical Clearance: 3.89m (12.76ft), Kilometerpoint: 2.210, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.5m (41.0ft)
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Structure Number: 71I00400017, Location: NEAR COOKVILLE TENN. (Lat: 36.137433, Lng: -85.629550), Route carried "under" structure: County highway 1165, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 2,393 (year 2020), Truck Traffic: 2%, Features Intersected: BAXTER RD UNDER I-40 EB, Facility Carried by Structure: I40
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 12.537, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 13.1m (43.0ft)
Structure Number: 71I00400017, Location: NEAR COOKVILLE TENN. (Lat: 36.137433, Lng: -85.629550), Route carried "under" structure: County highway 1165, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 2,393 (year 2020), Truck Traffic: 2%, Features Intersected: BAXTER RD UNDER I-40 EB, Facility Carried by Structure: I40
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 12.537, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 13.1m (43.0ft)
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Structure Number: 71I00400018, Location: NEAR COOKVILLE TENN. (Lat: 36.137950, Lng: -85.628817), Route carried "under" structure: State highway 56, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 6,081 (year 2020), Truck Traffic: 9%, Features Intersected: BAXTER RD UNDER I-40 WB, Facility Carried by Structure: I40
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.933, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.1m (43.0ft)
Structure Number: 71I00400018, Location: NEAR COOKVILLE TENN. (Lat: 36.137950, Lng: -85.628817), Route carried "under" structure: State highway 56, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 6,081 (year 2020), Truck Traffic: 9%, Features Intersected: BAXTER RD UNDER I-40 WB, Facility Carried by Structure: I40
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.933, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.1m (43.0ft)
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Structure Number: 71SR0560001, Location: 0.3 MI NE OF BAXTER (Lat: 36.160000, Lng: -85.628050), Route carried "under" structure: County highway 2226, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 516 (year 2020), Truck Traffic: 3%, Features Intersected: SR 56, Facility Carried by Structure: FAS 56
Minimum Vertical Clearance: 6.83m (22.41ft), Kilometerpoint: 6.840, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)
Structure Number: 71SR0560001, Location: 0.3 MI NE OF BAXTER (Lat: 36.160000, Lng: -85.628050), Route carried "under" structure: County highway 2226, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 516 (year 2020), Truck Traffic: 3%, Features Intersected: SR 56, Facility Carried by Structure: FAS 56
Minimum Vertical Clearance: 6.83m (22.41ft), Kilometerpoint: 6.840, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft)