Bridge Statistics for Monterey, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 29Number of bridges
- 246ft / 75.5mTotal length
- $7,716,000Total costs
- 395,018Total average daily traffic
- 117,058Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Monterey
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 11950-1959
- 201960-1969
- 21970-1979
- 31980-1989
- 11990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 41970-1979
- 21980-1989
- Bridge Condition - Deck
- 66.7%Good
- 22.2%Satisfactory
- 11.1%Poor
- Bridge Condition - Superstructure
- 66.7%Good
- 22.2%Satisfactory
- 11.1%Fair
- Bridge Condition - Substructure
- 55.6%Good
- 22.2%Satisfactory
- 11.1%Fair
- 11.1%Poor
- Bridge Condition - Channel
- 33.3%Good
- 33.3%Satisfactory
- 33.3%Fair
- Bridge Condition - Culverts
- 66.7%Good
- 22.2%Satisfactory
- 11.1%Fair
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Structure Number: 18I00400002, Location: PUTNAM-CUMBERLAND CO.LN. (Lat: 36.093167, Lng: -85.234833), Route carried "on" structure: Interstate 40, Year Built: 1963, Year Reconstructed: 1980, Status: Open, Structure Length: 9.42m (30.91ft), Average Daily Traffic: 29,996 (year 2020), Truck Traffic: 34%, Average Future Daily Traffic: 47,994 (year 2042), Design Load: HS 20+Mod, Features Intersected: SR 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Operating Rating: 56.7 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: Meets minimum limits, Deck Geometry: Better than 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18I00400002, Location: PUTNAM-CUMBERLAND CO.LN. (Lat: 36.093167, Lng: -85.234833), Route carried "on" structure: Interstate 40, Year Built: 1963, Year Reconstructed: 1980, Status: Open, Structure Length: 9.42m (30.91ft), Average Daily Traffic: 29,996 (year 2020), Truck Traffic: 34%, Average Future Daily Traffic: 47,994 (year 2042), Design Load: HS 20+Mod, Features Intersected: SR 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 14 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Operating Rating: 56.7 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: Meets minimum limits, Deck Geometry: Better than 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: October 2021, 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: 18I00400003, Location: 1 MI FROM PUTNAM CO LI (Lat: 36.088500, Lng: -85.223833), Route carried "on" structure: County highway 1, Year Built: 1964, Status: Posted for load, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 190 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 304 (year 2042), Design Load: H 15, Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.185, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 26.2 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: 20.1 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.63m (31.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,469,000, Roadway Improvement Cost: $147,000, Total Project Cost: $2,204,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 18I00400003, Location: 1 MI FROM PUTNAM CO LI (Lat: 36.088500, Lng: -85.223833), Route carried "on" structure: County highway 1, Year Built: 1964, Status: Posted for load, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 190 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 304 (year 2042), Design Load: H 15, Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.185, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 26.2 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: 20.1 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.63m (31.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,469,000, Roadway Improvement Cost: $147,000, Total Project Cost: $2,204,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 670A3160001, Location: 3 MI N OF PUTMAN CO LN (Lat: 36.185567, Lng: -85.269000), Route carried "on" structure: County highway 316, Year Built: 1986, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 110 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 176 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.792, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), 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: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 61.2 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: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 670A3160001, Location: 3 MI N OF PUTMAN CO LN (Lat: 36.185567, Lng: -85.269000), Route carried "on" structure: County highway 316, Year Built: 1986, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 110 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 176 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.792, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), 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: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 61.2 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: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 710A3410001, Location: 2MI FROM OVERTON CO LINE (Lat: 36.168100, Lng: -85.281683), Route carried "on" structure: County highway 341, Year Built: 1984, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 30 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 48 (year 2040), Design Load: HS 20, Features Intersected: CLEGHORN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.790, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 6.7m (22.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 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 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: 710A3410001, Location: 2MI FROM OVERTON CO LINE (Lat: 36.168100, Lng: -85.281683), Route carried "on" structure: County highway 341, Year Built: 1984, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 30 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 48 (year 2040), Design Load: HS 20, Features Intersected: CLEGHORN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.790, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 6.7m (22.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 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 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: 710A4090001, Location: .5MI SOUTH OF I40 (Lat: 36.137217, Lng: -85.268050), Route carried "on" structure: City street 409, Year Built: 1982, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 390 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 624 (year 2040), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.116, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 710A4090001, Location: .5MI SOUTH OF I40 (Lat: 36.137217, Lng: -85.268050), Route carried "on" structure: City street 409, Year Built: 1982, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 390 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 624 (year 2040), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.116, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 71I00400049, Location: 1 MI FROM US70 (Lat: 36.135883, Lng: -85.324967), Route carried "on" structure: County highway 438, Year Built: 1963, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 180 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 288 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.018, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.1 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.34m (20.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $153,000, Roadway Improvement Cost: $16,000, Total Project Cost: $230,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 71I00400049, Location: 1 MI FROM US70 (Lat: 36.135883, Lng: -85.324967), Route carried "on" structure: County highway 438, Year Built: 1963, Status: Open, Structure Length: 6.34m (20.80ft), Average Daily Traffic: 180 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 288 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.018, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.1 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.34m (20.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $153,000, Roadway Improvement Cost: $16,000, Total Project Cost: $230,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 71I00400051, Location: 5 MI FROM SR84 (Lat: 36.140650, Lng: -85.305467), Route carried "on" structure: County highway 434, Year Built: 1963, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 170 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 272 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.024, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 56.7 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.71m (22.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $962,000, Roadway Improvement Cost: $97,000, Total Project Cost: $1,444,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 71I00400051, Location: 5 MI FROM SR84 (Lat: 36.140650, Lng: -85.305467), Route carried "on" structure: County highway 434, Year Built: 1963, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 170 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 272 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.024, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 56.7 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.71m (22.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $962,000, Roadway Improvement Cost: $97,000, Total Project Cost: $1,444,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 71I00400053, Location: 1 MI SW OF SR84 (Lat: 36.140000, Lng: -85.278267), Route carried "on" structure: Interstate 40, Year Built: 1963, Year Reconstructed: 1982, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 40,433 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 66,976 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40 / SR 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.849, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 15 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.2 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: Better than present minimum criteria, Deck Geometry: Equal to 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 71I00400053, Location: 1 MI SW OF SR84 (Lat: 36.140000, Lng: -85.278267), Route carried "on" structure: Interstate 40, Year Built: 1963, Year Reconstructed: 1982, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 40,433 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 66,976 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40 / SR 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.849, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 15 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 16.9m (55.4ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.2 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: Better than present minimum criteria, Deck Geometry: Equal to 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 71I00400054, Location: 1 MI SW OF SR84 (Lat: 36.140283, Lng: -85.278050), Route carried "on" structure: Interstate 40, Year Built: 1963, Year Reconstructed: 1982, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 40,433 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 66,976 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40 / SR 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.849, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 15 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), 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: 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 71I00400054, Location: 1 MI SW OF SR84 (Lat: 36.140283, Lng: -85.278050), Route carried "on" structure: Interstate 40, Year Built: 1963, Year Reconstructed: 1982, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 40,433 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 66,976 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40 / SR 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.849, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 15 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.9m (75.1ft), 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: 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 71I00400055, Location: 0.5 MI E OF SR24 (Lat: 36.138600, Lng: -85.266933), Route carried "on" structure: Interstate 40, Year Built: 1963, Year Reconstructed: 1982, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 35,987 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 62,192 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40 / SR 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.911, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), 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: 69.3 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: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 71I00400055, Location: 0.5 MI E OF SR24 (Lat: 36.138600, Lng: -85.266933), Route carried "on" structure: Interstate 40, Year Built: 1963, Year Reconstructed: 1982, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 35,987 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 62,192 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40 / SR 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.911, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), 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: 69.3 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: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 71I00400056, Location: 0.5 MI E OF SR24 (Lat: 36.138800, Lng: -85.267083), Route carried "on" structure: Interstate 40, Year Built: 1963, Year Reconstructed: 1982, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 35,987 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 62,192 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40 WB / SR 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.911, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), 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: 69.3 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: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 71I00400056, Location: 0.5 MI E OF SR24 (Lat: 36.138800, Lng: -85.267083), Route carried "on" structure: Interstate 40, Year Built: 1963, Year Reconstructed: 1982, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 35,987 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 62,192 (year 2040), Design Load: HS 20+Mod, Features Intersected: I40 WB / SR 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.911, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), 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: 69.3 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: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 71I00400057, Location: 1 MI CUMBELAND PUTNAM CL (Lat: 36.113533, Lng: -85.243967), Route carried "on" structure: US 70, Year Built: 1965, Year Reconstructed: 1986, Status: Open, Structure Length: 10.33m (33.89ft), Average Daily Traffic: 2,966 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,720 (year 2040), Design Load: HS 20, Features Intersected: SR 24 / I40, Facility Carried by Structure: FAP 401 (SR 24)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.990, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 75.6 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.33m (33.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,080,000, Roadway Improvement Cost: $209,000, Total Project Cost: $3,121,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 71I00400057, Location: 1 MI CUMBELAND PUTNAM CL (Lat: 36.113533, Lng: -85.243967), Route carried "on" structure: US 70, Year Built: 1965, Year Reconstructed: 1986, Status: Open, Structure Length: 10.33m (33.89ft), Average Daily Traffic: 2,966 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,720 (year 2040), Design Load: HS 20, Features Intersected: SR 24 / I40, Facility Carried by Structure: FAP 401 (SR 24)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.990, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 75.6 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.33m (33.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,080,000, Roadway Improvement Cost: $209,000, Total Project Cost: $3,121,000 ( Estimate for 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: 71I00400059, Location: IN CITY OF MONTEREY (Lat: 36.138883, Lng: -85.266117), Route carried "on" structure: Interstate 40, Year Built: 1963, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 29,996 (year 2020), Truck Traffic: 34%, Average Future Daily Traffic: 52,624 (year 2040), Design Load: HS 20+Mod, Features Intersected: STAMPS HOLLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.975, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 38.4m (126.0ft), Skew: 11 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $280,000, Roadway Improvement Cost: $29,000, Total Project Cost: $421,000 ( Estimate for 2020)
Structure Number: 71I00400059, Location: IN CITY OF MONTEREY (Lat: 36.138883, Lng: -85.266117), Route carried "on" structure: Interstate 40, Year Built: 1963, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 29,996 (year 2020), Truck Traffic: 34%, Average Future Daily Traffic: 52,624 (year 2040), Design Load: HS 20+Mod, Features Intersected: STAMPS HOLLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.975, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 38.4m (126.0ft), Skew: 11 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $280,000, Roadway Improvement Cost: $29,000, Total Project Cost: $421,000 ( Estimate for 2020)
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Structure Number: 71SR0620001, Location: 3 MI.E.OF MONTEREY (Lat: 36.122217, Lng: -85.197500), Route carried "on" structure: State highway 62, Year Built: 1974, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,479 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,984 (year 2040), Design Load: HS 20, Features Intersected: DRIPPING SPRINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.516, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, 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: May 2020
Structure Number: 71SR0620001, Location: 3 MI.E.OF MONTEREY (Lat: 36.122217, Lng: -85.197500), Route carried "on" structure: State highway 62, Year Built: 1974, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,479 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,984 (year 2040), Design Load: HS 20, Features Intersected: DRIPPING SPRINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.516, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, 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: May 2020
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Structure Number: 71SR0620003, Location: 3 MI.W.CUMBERLAND CO. LN. (Lat: 36.118617, Lng: -85.189717), Route carried "on" structure: State highway 62, Year Built: 1974, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 3,479 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,984 (year 2040), Design Load: HS 20, Features Intersected: MEADOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.336, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 77.4 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: May 2020
Structure Number: 71SR0620003, Location: 3 MI.W.CUMBERLAND CO. LN. (Lat: 36.118617, Lng: -85.189717), Route carried "on" structure: State highway 62, Year Built: 1974, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 3,479 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,984 (year 2040), Design Load: HS 20, Features Intersected: MEADOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.336, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 77.4 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: May 2020
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Structure Number: 71SR0620007, Location: 1.9 MI. E. OF MONTEREY (Lat: 36.134717, Lng: -85.233617), Route carried "on" structure: State highway 62, Year Built: 1953, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,479 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,984 (year 2040), Design Load: HS 20, Features Intersected: OFFICE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.702, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $197,000, Roadway Improvement Cost: $20,000, Total Project Cost: $296,000 ( Estimate for 2020)
Structure Number: 71SR0620007, Location: 1.9 MI. E. OF MONTEREY (Lat: 36.134717, Lng: -85.233617), Route carried "on" structure: State highway 62, Year Built: 1953, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,479 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,984 (year 2040), Design Load: HS 20, Features Intersected: OFFICE BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.702, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $197,000, Roadway Improvement Cost: $20,000, Total Project Cost: $296,000 ( Estimate for 2020)
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Structure Number: 71SR0840005, Location: .9 MI.N.OF MONTEREY (Lat: 36.166683, Lng: -85.286667), Route carried "on" structure: State highway 84, Year Built: 1940, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,092 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,576 (year 2040), Design Load: H 15, Features Intersected: CAVE SPRINGS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.685, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 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: May 2020
Structure Number: 71SR0840005, Location: .9 MI.N.OF MONTEREY (Lat: 36.166683, Lng: -85.286667), Route carried "on" structure: State highway 84, Year Built: 1940, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 3,092 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 4,576 (year 2040), Design Load: H 15, Features Intersected: CAVE SPRINGS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.685, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.1 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: May 2020
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Structure Number: 71SR0840007, Location: 3.5 M SO OF SR 24 (Lat: 36.107300, Lng: -85.310333), Route carried "on" structure: State highway 84, Year Built: 1999, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 135 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 336 (year 2040), Design Load: HS 20, Features Intersected: CALFKILLER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.576, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 7.7m (25.3ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 42.3 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: Somewhat better than minimum adequacy, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 71SR0840007, Location: 3.5 M SO OF SR 24 (Lat: 36.107300, Lng: -85.310333), Route carried "on" structure: State highway 84, Year Built: 1999, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 135 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 336 (year 2040), Design Load: HS 20, Features Intersected: CALFKILLER RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.576, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 7.7m (25.3ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 42.3 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: Somewhat better than minimum adequacy, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 18I00400001, Location: NEAR PUTNAM CO. LN. (Lat: 36.099700, Lng: -85.236283), Route carried "under" structure: US 70, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 2,966 (year 2020), Truck Traffic: 4%, Features Intersected: I40 EBL, Facility Carried by Structure: I40 EBL
Minimum Vertical Clearance: 7.06m (23.16ft), Kilometerpoint: 0.193, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)
Structure Number: 18I00400001, Location: NEAR PUTNAM CO. LN. (Lat: 36.099700, Lng: -85.236283), Route carried "under" structure: US 70, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 2,966 (year 2020), Truck Traffic: 4%, Features Intersected: I40 EBL, Facility Carried by Structure: I40 EBL
Minimum Vertical Clearance: 7.06m (23.16ft), Kilometerpoint: 0.193, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)
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Structure Number: 18I00400002, Location: NEAR PUTNAM CO. LN. (Lat: 36.100033, Lng: -85.236100), Route carried "under" structure: US 70, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 2,966 (year 2020), Truck Traffic: 4%, Features Intersected: I40 WBL, Facility Carried by Structure: I40 WBL
Minimum Vertical Clearance: 7.19m (23.59ft), Kilometerpoint: 0.161, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 18I00400002, Location: NEAR PUTNAM CO. LN. (Lat: 36.100033, Lng: -85.236100), Route carried "under" structure: US 70, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 2,966 (year 2020), Truck Traffic: 4%, Features Intersected: I40 WBL, Facility Carried by Structure: I40 WBL
Minimum Vertical Clearance: 7.19m (23.59ft), Kilometerpoint: 0.161, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 18I00400003, Location: NEAR MONTEREY TENN. (Lat: 36.088500, Lng: -85.223833), Route carried "under" structure: Interstate 40, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 29,996 (year 2020), Truck Traffic: 34%, Features Intersected: NFA A001, Facility Carried by Structure: NFA A001
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 1.529, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 27.7m (90.9ft)
Structure Number: 18I00400003, Location: NEAR MONTEREY TENN. (Lat: 36.088500, Lng: -85.223833), Route carried "under" structure: Interstate 40, Year Built: 1964, Structure Length: 0. m, Average Daily Traffic: 29,996 (year 2020), Truck Traffic: 34%, Features Intersected: NFA A001, Facility Carried by Structure: NFA A001
Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 1.529, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 27.7m (90.9ft)
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Structure Number: 710A3860001, Location: 2 MI NORTH OF I24 (Lat: 36.149150, Lng: -85.270867), Route carried "under" structure: City street 386, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 220 (year 2022), Truck Traffic: 2%, Features Intersected: NASHVILLE & EASTERN RR, Facility Carried by Structure: CSX RR 349165R
Minimum Vertical Clearance: 4.09m (13.42ft), Kilometerpoint: 0.536, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.6m (51.2ft)
Structure Number: 710A3860001, Location: 2 MI NORTH OF I24 (Lat: 36.149150, Lng: -85.270867), Route carried "under" structure: City street 386, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 220 (year 2022), Truck Traffic: 2%, Features Intersected: NASHVILLE & EASTERN RR, Facility Carried by Structure: CSX RR 349165R
Minimum Vertical Clearance: 4.09m (13.42ft), Kilometerpoint: 0.536, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.6m (51.2ft)
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Structure Number: 71I00400049, Location: NEAR COOKVILLE TENN. (Lat: 36.135883, Lng: -85.324967), Route carried "under" structure: Interstate 40, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 40,433 (year 2020), Truck Traffic: 31%, Features Intersected: NFA A438, Facility Carried by Structure: NFA A438
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 49.407, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.5m (54.1ft)
Structure Number: 71I00400049, Location: NEAR COOKVILLE TENN. (Lat: 36.135883, Lng: -85.324967), Route carried "under" structure: Interstate 40, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 40,433 (year 2020), Truck Traffic: 31%, Features Intersected: NFA A438, Facility Carried by Structure: NFA A438
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 49.407, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.5m (54.1ft)
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Structure Number: 71I00400051, Location: NEAR COOKVILLE TENN. (Lat: 36.140650, Lng: -85.305467), Route carried "under" structure: Interstate 40, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 40,433 (year 2020), Truck Traffic: 31%, Features Intersected: NFA A434, Facility Carried by Structure: NFA A434
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 51.403, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft)
Structure Number: 71I00400051, Location: NEAR COOKVILLE TENN. (Lat: 36.140650, Lng: -85.305467), Route carried "under" structure: Interstate 40, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 40,433 (year 2020), Truck Traffic: 31%, Features Intersected: NFA A434, Facility Carried by Structure: NFA A434
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 51.403, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 17.4m (57.1ft)
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Structure Number: 71I00400053, Location: IN MONTEREY (Lat: 36.140000, Lng: -85.277783), Route carried "under" structure: State highway 24, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 2,608 (year 2020), Truck Traffic: 4%, Features Intersected: I40 / SR 24, Facility Carried by Structure: I40
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 57.776, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 71I00400053, Location: IN MONTEREY (Lat: 36.140000, Lng: -85.277783), Route carried "under" structure: State highway 24, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 2,608 (year 2020), Truck Traffic: 4%, Features Intersected: I40 / SR 24, Facility Carried by Structure: I40
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 57.776, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 71I00400054, Location: IN MONTEREY (Lat: 36.140283, Lng: -85.278050), Route carried "under" structure: US 70, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 5,869 (year 2020), Truck Traffic: 7%, Features Intersected: I40 / SR 24, Facility Carried by Structure: I40
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 57.824, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 71I00400054, Location: IN MONTEREY (Lat: 36.140283, Lng: -85.278050), Route carried "under" structure: US 70, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 5,869 (year 2020), Truck Traffic: 7%, Features Intersected: I40 / SR 24, Facility Carried by Structure: I40
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 57.824, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 71I00400055, Location: IN MONTEREY (Lat: 36.138050, Lng: -85.266933), Route carried "under" structure: State highway 24, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 2,966 (year 2020), Truck Traffic: 4%, Features Intersected: I40 / SR 24, Facility Carried by Structure: I40
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 59.417, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 71I00400055, Location: IN MONTEREY (Lat: 36.138050, Lng: -85.266933), Route carried "under" structure: State highway 24, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 2,966 (year 2020), Truck Traffic: 4%, Features Intersected: I40 / SR 24, Facility Carried by Structure: I40
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 59.417, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
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Structure Number: 71I00400056, Location: NEAR COOKEVILLE (Lat: 36.138800, Lng: -85.267083), Route carried "under" structure: State highway 24, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 6,033 (year 2020), Truck Traffic: 7%, Features Intersected: I40 / SR 24, Facility Carried by Structure: I40
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 59.385, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 71I00400056, Location: NEAR COOKEVILLE (Lat: 36.138800, Lng: -85.267083), Route carried "under" structure: State highway 24, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 6,033 (year 2020), Truck Traffic: 7%, Features Intersected: I40 / SR 24, Facility Carried by Structure: I40
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 59.385, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 15.2m (49.9ft)
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Structure Number: 71I00400057, Location: NEAR CUMBERLAND CO.LN. (Lat: 36.113617, Lng: -85.243383), Route carried "under" structure: Interstate 40, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 29,996 (year 2020), Truck Traffic: 34%, Features Intersected: SR 24 / I40
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 58.435, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft)
Structure Number: 71I00400057, Location: NEAR CUMBERLAND CO.LN. (Lat: 36.113617, Lng: -85.243383), Route carried "under" structure: Interstate 40, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 29,996 (year 2020), Truck Traffic: 34%, Features Intersected: SR 24 / I40
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 58.435, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft)