Bridge Statistics for Brentwood, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 51950-1959
- 131960-1969
- 111970-1979
- 141980-1989
- 141990-1999
- 72000-2009
- 52010-2019
- Reconstructed bridges - Historical Statistics
- 51980-1989
- 21990-1999
- 12000-2009
- Bridge Condition - Deck
- 13.6%Very good
- 50.0%Good
- 13.6%Satisfactory
- 22.7%Fair
- Bridge Condition - Superstructure
- 9.1%Very good
- 40.9%Good
- 27.3%Satisfactory
- 18.2%Fair
- 4.5%Poor
- Bridge Condition - Substructure
- 4.5%Very good
- 50.0%Good
- 22.7%Satisfactory
- 22.7%Fair
- Bridge Condition - Channel
- 11.3%Very good
- 45.3%Good
- 22.6%Satisfactory
- 20.8%Fair
- Bridge Condition - Culverts
- 4.5%Very good
- 59.1%Good
- 22.7%Satisfactory
- 13.6%Fair
Find on map >> Show street view
Structure Number: 94I00650031, Location: .6 M NE JCT I65&SR253 (Lat: 36.002667, Lng: -86.792167), Route carried "on" structure: Interstate 65, Year Built: 1965, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 118,752 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 190,003 (year 2041), Design Load: HS 20, Features Intersected: LITTLE HARPETH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.529, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 10 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: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $395,000, Roadway Improvement Cost: $40,000, Total Project Cost: $593,000 ( Estimate for 2021)
Structure Number: 94I00650031, Location: .6 M NE JCT I65&SR253 (Lat: 36.002667, Lng: -86.792167), Route carried "on" structure: Interstate 65, Year Built: 1965, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 118,752 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 190,003 (year 2041), Design Load: HS 20, Features Intersected: LITTLE HARPETH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.529, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 10 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: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $395,000, Roadway Improvement Cost: $40,000, Total Project Cost: $593,000 ( Estimate for 2021)
Find on map >> Show street view
Structure Number: 94I00650033, Location: 1.2 M NE JCT I65&SR253 (Lat: 36.009083, Lng: -86.785633), Route carried "on" structure: Interstate 65, Year Built: 1965, Year Reconstructed: 1993, Status: Open, Structure Length: 6.11m (20.05ft), Average Daily Traffic: 118,752 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 190,003 (year 2041), Design Load: HS 20, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.447, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.8m (71.5ft), Curb-To-Curb Width: 22.8m (74.8ft), Out-to-Out Width: 23.5m (77.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 62.1 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: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 94I00650033, Location: 1.2 M NE JCT I65&SR253 (Lat: 36.009083, Lng: -86.785633), Route carried "on" structure: Interstate 65, Year Built: 1965, Year Reconstructed: 1993, Status: Open, Structure Length: 6.11m (20.05ft), Average Daily Traffic: 118,752 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 190,003 (year 2041), Design Load: HS 20, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.447, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.8m (71.5ft), Curb-To-Curb Width: 22.8m (74.8ft), Out-to-Out Width: 23.5m (77.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 62.1 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: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 94I00650034, Location: 1.2 M NE JCT I65&SR253 (Lat: 36.009100, Lng: -86.785650), Route carried "on" structure: Interstate 65, Year Built: 1965, Year Reconstructed: 1993, Status: Open, Structure Length: 6.11m (20.05ft), Average Daily Traffic: 118,752 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 190,003 (year 2041), Design Load: HS 20+Mod, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.447, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 15 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.8m (68.2ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 94I00650034, Location: 1.2 M NE JCT I65&SR253 (Lat: 36.009100, Lng: -86.785650), Route carried "on" structure: Interstate 65, Year Built: 1965, Year Reconstructed: 1993, Status: Open, Structure Length: 6.11m (20.05ft), Average Daily Traffic: 118,752 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 190,003 (year 2041), Design Load: HS 20+Mod, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.447, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 15 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.8m (68.2ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 94I00650035, Location: .2 M S DAVIDSON CO LINE (Lat: 36.033300, Lng: -86.783050), Route carried "on" structure: Interstate 65, Year Built: 1993, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 118,752 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 190,003 (year 2041), Design Load: HS 20, Features Intersected: I65 / SR 252
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.199, Lanes on structure: 9, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 45.7m (149.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 45.7m (149.9ft), Out-to-Out Width: 46.3m (151.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 94I00650035, Location: .2 M S DAVIDSON CO LINE (Lat: 36.033300, Lng: -86.783050), Route carried "on" structure: Interstate 65, Year Built: 1993, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 118,752 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 190,003 (year 2041), Design Load: HS 20, Features Intersected: I65 / SR 252
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.199, Lanes on structure: 9, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 45.7m (149.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 45.7m (149.9ft), Out-to-Out Width: 46.3m (151.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 94I00650037, Location: 3.1 MI N JCT I65&SR96 (Lat: 35.965267, Lng: -86.810067), Route carried "on" structure: Ramp State highway 441, Year Built: 1991, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 16,786 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 8,432 (year 2041), Design Load: HS 20, Features Intersected: RAMP C/RAMP B COOL SPNG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.398, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Good, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 94I00650037, Location: 3.1 MI N JCT I65&SR96 (Lat: 35.965267, Lng: -86.810067), Route carried "on" structure: Ramp State highway 441, Year Built: 1991, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 16,786 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 8,432 (year 2041), Design Load: HS 20, Features Intersected: RAMP C/RAMP B COOL SPNG
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.398, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Good, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 94S62480011, Location: .6 M S JCT SR252&SR253 (Lat: 35.987833, Lng: -86.777983), Route carried "on" structure: State highway 252, Year Built: 1986, Status: Open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 8,226 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 13,162 (year 2041), Design Load: HS 20, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.772, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 94S62480011, Location: .6 M S JCT SR252&SR253 (Lat: 35.987833, Lng: -86.777983), Route carried "on" structure: State highway 252, Year Built: 1986, Status: Open, Structure Length: 9.69m (31.79ft), Average Daily Traffic: 8,226 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 13,162 (year 2041), Design Load: HS 20, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.772, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 94S62480015, Location: .2 M E JCT SR6&SR252 (Lat: 36.033417, Lng: -86.785167), Route carried "on" structure: State highway 252, Year Built: 1970, Year Reconstructed: 1999, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 8,435 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 13,496 (year 2041), Design Load: HS 20, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.211, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 24.1m (79.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 94S62480015, Location: .2 M E JCT SR6&SR252 (Lat: 36.033417, Lng: -86.785167), Route carried "on" structure: State highway 252, Year Built: 1970, Year Reconstructed: 1999, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 8,435 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 13,496 (year 2041), Design Load: HS 20, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.211, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 24.1m (79.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 94S63750001, Location: 2.7 MI SE JCT SR6&SR253 (Lat: 35.968683, Lng: -86.776967), Route carried "on" structure: State highway 441, Year Built: 2000, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 17,192 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 27,507 (year 2041), Design Load: HS 20, Features Intersected: OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.568, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 94S63750001, Location: 2.7 MI SE JCT SR6&SR253 (Lat: 35.968683, Lng: -86.776967), Route carried "on" structure: State highway 441, Year Built: 2000, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 17,192 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 27,507 (year 2041), Design Load: HS 20, Features Intersected: OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.568, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 94S63750003, Location: 2.7 MI SE JCT SR6&SR253 (Lat: 35.969050, Lng: -86.776733), Route carried "on" structure: State highway 441, Year Built: 2000, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 17,192 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 27,507 (year 2041), Design Load: HS 20, Features Intersected: LITTLE HARPETH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.584, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.6m (18.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 94S63750003, Location: 2.7 MI SE JCT SR6&SR253 (Lat: 35.969050, Lng: -86.776733), Route carried "on" structure: State highway 441, Year Built: 2000, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 17,192 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 27,507 (year 2041), Design Load: HS 20, Features Intersected: LITTLE HARPETH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.584, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.6m (18.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 94SR0060001, Location: .2 M N MAURY CO LINE (Lat: 35.757550, Lng: -86.923700), Route carried "on" structure: US 31, Year Built: 1928, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 14,817 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 23,707 (year 2041), Design Load: H 15, Features Intersected: CROOCKED CREEK, Facility Carried by Structure: FAP 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 49.5 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $694,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,042,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 94SR0060001, Location: .2 M N MAURY CO LINE (Lat: 35.757550, Lng: -86.923700), Route carried "on" structure: US 31, Year Built: 1928, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 14,817 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 23,707 (year 2041), Design Load: H 15, Features Intersected: CROOCKED CREEK, Facility Carried by Structure: FAP 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 49.5 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $694,000, Roadway Improvement Cost: $70,000, Total Project Cost: $1,042,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 94SR0060017, Location: NEAR FRANKLIN TENNESSEE (Lat: 36.015000, Lng: -86.799050), Route carried "on" structure: US 31, Year Built: 1982, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 17,596 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 28,154 (year 2041), Design Load: HS 20, Features Intersected: LITTLE HARPETH RIVER, Facility Carried by Structure: FAP 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.817, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 94SR0060017, Location: NEAR FRANKLIN TENNESSEE (Lat: 36.015000, Lng: -86.799050), Route carried "on" structure: US 31, Year Built: 1982, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 17,596 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 28,154 (year 2041), Design Load: HS 20, Features Intersected: LITTLE HARPETH RIVER, Facility Carried by Structure: FAP 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.817, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 94SR1060019, Location: .1 M N JCT SR106&SR46 (Lat: 36.007367, Lng: -86.887050), Route carried "on" structure: US 431, Year Built: 1938, Status: Posted for load, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 16,608 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 26,573 (year 2042), Design Load: H 15, Features Intersected: CARTWRIGHT CREEK, Facility Carried by Structure: FAP 106
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.507, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 43.2 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.37m (14.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,187,000, Roadway Improvement Cost: $119,000, Total Project Cost: $1,781,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 94SR1060019, Location: .1 M N JCT SR106&SR46 (Lat: 36.007367, Lng: -86.887050), Route carried "on" structure: US 431, Year Built: 1938, Status: Posted for load, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 16,608 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 26,573 (year 2042), Design Load: H 15, Features Intersected: CARTWRIGHT CREEK, Facility Carried by Structure: FAP 106
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.507, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 43.2 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.37m (14.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,187,000, Roadway Improvement Cost: $119,000, Total Project Cost: $1,781,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 94SR1060021, Location: .7 M SW DAVIDSON CO LINE (Lat: 36.036217, Lng: -86.872067), Route carried "on" structure: US 431, Year Built: 2011, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 17,995 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 28,792 (year 2041), Design Load: HS 20, Features Intersected: BEECH CREEK, Facility Carried by Structure: FAP 106
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.208, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.3m (43.6ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.6m (18.4ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 94SR1060021, Location: .7 M SW DAVIDSON CO LINE (Lat: 36.036217, Lng: -86.872067), Route carried "on" structure: US 431, Year Built: 2011, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 17,995 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 28,792 (year 2041), Design Load: HS 20, Features Intersected: BEECH CREEK, Facility Carried by Structure: FAP 106
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.208, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.3m (43.6ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.6m (18.4ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 94SR1060023, Location: .2 M SW DAVIDSON CO LINE (Lat: 36.042800, Lng: -86.866633), Route carried "on" structure: US 431, Year Built: 2011, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 17,995 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 28,792 (year 2041), Design Load: HS 20, Features Intersected: LITTLE HARPETH RIVER, Facility Carried by Structure: FAP 106
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.093, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.6m (54.5ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 94SR1060023, Location: .2 M SW DAVIDSON CO LINE (Lat: 36.042800, Lng: -86.866633), Route carried "on" structure: US 431, Year Built: 2011, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 17,995 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 28,792 (year 2041), Design Load: HS 20, Features Intersected: LITTLE HARPETH RIVER, Facility Carried by Structure: FAP 106
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.093, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.6m (54.5ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.4m (57.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 94SR2520001, Location: 1.9 MI NE JCT SR6&SR253 (Lat: 36.011850, Lng: -86.780817), Route carried "on" structure: State highway 252, Year Built: 1976, Year Reconstructed: 1991, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 6,650 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 10,640 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.572, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 94SR2520001, Location: 1.9 MI NE JCT SR6&SR253 (Lat: 36.011850, Lng: -86.780817), Route carried "on" structure: State highway 252, Year Built: 1976, Year Reconstructed: 1991, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 6,650 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 10,640 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.572, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Channel: Satisfactory, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 94SR2520003, Location: 2.0 M S JCT SR252&SR253 (Lat: 35.959433, Lng: -86.768417), Route carried "on" structure: State highway 252, Year Built: 2003, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 2,311 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,440 (year 2041), Design Load: HS 20, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 94SR2520003, Location: 2.0 M S JCT SR252&SR253 (Lat: 35.959433, Lng: -86.768417), Route carried "on" structure: State highway 252, Year Built: 2003, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 2,311 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,440 (year 2041), Design Load: HS 20, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.875, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 94SR2520005, Location: 7.3 M NW JCT SR96&SR252 (Lat: 35.952067, Lng: -86.766133), Route carried "on" structure: State highway 252, Year Built: 2002, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,311 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,440 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.652, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 3 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: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 94SR2520005, Location: 7.3 M NW JCT SR96&SR252 (Lat: 35.952067, Lng: -86.766133), Route carried "on" structure: State highway 252, Year Built: 2002, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,311 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,440 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.652, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 3 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: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 94SR2520007, Location: 6.9 M NW JCT SR96&SR252 (Lat: 35.946217, Lng: -86.766700), Route carried "on" structure: State highway 252, Year Built: 2002, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,311 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,440 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.024, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 27.7m (90.9ft), Skew: 14 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: 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 94SR2520007, Location: 6.9 M NW JCT SR96&SR252 (Lat: 35.946217, Lng: -86.766700), Route carried "on" structure: State highway 252, Year Built: 2002, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,311 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 5,440 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.024, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 27.7m (90.9ft), Skew: 14 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: 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 94SR2530001, Location: 1.1 M W JCT SR252 & SR253 (Lat: 35.997917, Lng: -86.800733), Route carried "on" structure: State highway 253, Year Built: 1988, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 13,784 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 48,192 (year 2041), Design Load: HS 20, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.48m (14.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $306,000, Roadway Improvement Cost: $31,000, Total Project Cost: $460,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 94SR2530001, Location: 1.1 M W JCT SR252 & SR253 (Lat: 35.997917, Lng: -86.800733), Route carried "on" structure: State highway 253, Year Built: 1988, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 13,784 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 48,192 (year 2041), Design Load: HS 20, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.48m (14.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $306,000, Roadway Improvement Cost: $31,000, Total Project Cost: $460,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 94SR2530003, Location: 1.3 MI E SR-6 (Lat: 35.996267, Lng: -86.787150), Route carried "on" structure: State highway 253, Year Built: 1998, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 25,403 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 36,944 (year 2041), Design Load: HS 20, Features Intersected: LITTLE HARPETH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.028, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 29.6m (97.1ft)
Condition: Channel: Fair, 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, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 94SR2530003, Location: 1.3 MI E SR-6 (Lat: 35.996267, Lng: -86.787150), Route carried "on" structure: State highway 253, Year Built: 1998, Status: Open, Structure Length: 1.72m (5.64ft), Average Daily Traffic: 25,403 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 36,944 (year 2041), Design Load: HS 20, Features Intersected: LITTLE HARPETH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.028, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 29.6m (97.1ft)
Condition: Channel: Fair, 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, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 94SR2530005, Location: 1.6 M E JCT SR6&SR253 (Lat: 35.995583, Lng: -86.781417), Route carried "on" structure: State highway 253, Year Built: 1999, Status: Open, Structure Length: 3.21m (10.53ft), Average Daily Traffic: 25,403 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 47,696 (year 2041), Design Load: HS 20, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.1m (75.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.7 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: Better than present minimum criteria, 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 94SR2530005, Location: 1.6 M E JCT SR6&SR253 (Lat: 35.995583, Lng: -86.781417), Route carried "on" structure: State highway 253, Year Built: 1999, Status: Open, Structure Length: 3.21m (10.53ft), Average Daily Traffic: 25,403 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 47,696 (year 2041), Design Load: HS 20, Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.1m (75.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.7 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: Better than present minimum criteria, 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 94SR2530007, Location: .4 M SW DAVIDSON CO LINE (Lat: 35.993233, Lng: -86.698200), Route carried "on" structure: State highway 253, Year Built: 2019, Status: Open, Structure Length: 4.12m (13.52ft), Average Daily Traffic: 11,291 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 18,066 (year 2042), Design Load: HS 20, Features Intersected: OWL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.734, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.4 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: 33.4 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 94SR2530007, Location: .4 M SW DAVIDSON CO LINE (Lat: 35.993233, Lng: -86.698200), Route carried "on" structure: State highway 253, Year Built: 2019, Status: Open, Structure Length: 4.12m (13.52ft), Average Daily Traffic: 11,291 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 18,066 (year 2042), Design Load: HS 20, Features Intersected: OWL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.734, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 25.0m (82.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.4 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: 33.4 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 94SR2530011, Location: 1.1 MI E SR-6 (Lat: 35.999583, Lng: -86.789600), Route carried "on" structure: State highway 253, Year Built: 2000, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 25,403 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 40,645 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.835, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 27.0m (88.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 94SR2530011, Location: 1.1 MI E SR-6 (Lat: 35.999583, Lng: -86.789600), Route carried "on" structure: State highway 253, Year Built: 2000, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 25,403 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 40,645 (year 2041), Design Load: HS 20, Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.835, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 27.0m (88.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 94I00650027, Location: NEAR FRANKLIN TENN. (Lat: 35.966183, Lng: -86.808300), Route carried "under" structure: Interstate 65, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 136,127 (year 2020), Truck Traffic: 14%, Features Intersected: MOORES LANE RL / I65, Facility Carried by Structure: FAU 988
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 26.232, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 94I00650027, Location: NEAR FRANKLIN TENN. (Lat: 35.966183, Lng: -86.808300), Route carried "under" structure: Interstate 65, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 136,127 (year 2020), Truck Traffic: 14%, Features Intersected: MOORES LANE RL / I65, Facility Carried by Structure: FAU 988
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 26.232, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Find on map >> Show street view
Structure Number: 94I00650028, Location: NEAR FRANKLIN TENN (Lat: 35.966417, Lng: -86.808100), Route carried "under" structure: Interstate 65, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 121,710 (year 2020), Truck Traffic: 17%, Features Intersected: MOORES LANE LL / I65, Facility Carried by Structure: FAU 988
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 26.200, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Structure Number: 94I00650028, Location: NEAR FRANKLIN TENN (Lat: 35.966417, Lng: -86.808100), Route carried "under" structure: Interstate 65, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 121,710 (year 2020), Truck Traffic: 17%, Features Intersected: MOORES LANE LL / I65, Facility Carried by Structure: FAU 988
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 26.200, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.4m (66.9ft)
Find on map >> Show street view
Structure Number: 94I00650029, Location: NEAR FRANKLIN TENN. (Lat: 35.997617, Lng: -86.797450), Route carried "under" structure: Interstate 65, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 118,752 (year 2020), Truck Traffic: 14%, Features Intersected: CONCORD RD / I65, Facility Carried by Structure: FAS 253
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 29.821, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 21.0m (68.9ft)
Structure Number: 94I00650029, Location: NEAR FRANKLIN TENN. (Lat: 35.997617, Lng: -86.797450), Route carried "under" structure: Interstate 65, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 118,752 (year 2020), Truck Traffic: 14%, Features Intersected: CONCORD RD / I65, Facility Carried by Structure: FAS 253
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 29.821, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 21.0m (68.9ft)
Find on map >> Show street view
Structure Number: 94I00650035, Location: 2.6MI NE JCT I65 & SR253 (Lat: 36.033300, Lng: -86.783050), Route carried "under" structure: State highway 252, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 8,435 (year 2020), Truck Traffic: 4%, Features Intersected: I65 / SR 252, Facility Carried by Structure: I65
Minimum Vertical Clearance: 4.48m (14.70ft), Kilometerpoint: 20.986, Lanes on structure: 9, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 10.4m (34.1ft)
Structure Number: 94I00650035, Location: 2.6MI NE JCT I65 & SR253 (Lat: 36.033300, Lng: -86.783050), Route carried "under" structure: State highway 252, Year Built: 1965, Structure Length: 0. m, Average Daily Traffic: 8,435 (year 2020), Truck Traffic: 4%, Features Intersected: I65 / SR 252, Facility Carried by Structure: I65
Minimum Vertical Clearance: 4.48m (14.70ft), Kilometerpoint: 20.986, Lanes on structure: 9, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 10.4m (34.1ft)
Find on map >> Show street view
Structure Number: 94I00650037, Location: 3.1 MI N JCT I65&SR96 (Lat: 35.965267, Lng: -86.810067), Route carried "under" structure: Ramp Interstate 65, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 121,710 (year 2020), Truck Traffic: 17%, Features Intersected: RAMP C/RAMP B COOL SPNG, Facility Carried by Structure: FAU 988 RAMP C
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 25.653, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 94I00650037, Location: 3.1 MI N JCT I65&SR96 (Lat: 35.965267, Lng: -86.810067), Route carried "under" structure: Ramp Interstate 65, Year Built: 1991, Structure Length: 0. m, Average Daily Traffic: 121,710 (year 2020), Truck Traffic: 17%, Features Intersected: RAMP C/RAMP B COOL SPNG, Facility Carried by Structure: FAU 988 RAMP C
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 25.653, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 27.4m (89.9ft)