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Bridge Statistics for Greeneville, Tennessee (TN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 49Number of bridges
  • 289ft / 88.0mTotal length
  • $13,003,000Total costs
  • 295,776Total average daily traffic
  • 22,028Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Greeneville
  • No street view available for this location

New bridges in Greeneville, TN - historical statistics
  • New bridges - historical statistics
  • 11900-1909
  • 91920-1929
  • 41930-1939
  • 31940-1949
  • 21950-1959
  • 91960-1969
  • 121980-1989
  • 51990-1999
  • 22000-2009
  • 22010-2019
Reconstructed bridges in Greeneville, TN - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11940-1949
  • 01950-1959
  • 21960-1969
  • 11970-1979
  • 31980-1989
  • 21990-1999
Average Bridge Daily Traffic in Greeneville, TN
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 33.3%Good
  • 25.0%Satisfactory
  • 33.3%Fair
  • 8.3%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 45.8%Good
  • 33.3%Satisfactory
  • 20.8%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 33.3%Good
  • 29.2%Satisfactory
  • 37.5%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 48.3%Good
  • 31.0%Satisfactory
  • 20.7%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 33.3%Good
  • 50.0%Satisfactory
  • 8.3%Fair
  • 8.3%Poor
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Structure Number: 30013290005,  Location: S OF GREENVILLE-N OF DAM (Lat: 36.115167,  Lng: -82.837250),  Route carried "on" structure: County highway 1329,  Year Built: 1924,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,480 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,368 (year 2042),  Features Intersected: E FK RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.196,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 31.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $76,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $115,000 ( Estimate for 2022),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30025170003,  Location: 3.3 M W OF SR350-SR351 JC (Lat: 36.085667,  Lng: -82.824183),  Route carried "on" structure: County highway 2517,  Year Built: 1981,  Status: Open,  Structure Length: 9.91m (32.51ft),  Average Daily Traffic: 848 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,357 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NOLICHUCKY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.122,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2021,  Underwater Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 30025270003,  Location: 4 M N OF TUSCULUM (Lat: 36.241933,  Lng: -82.732200),  Route carried "on" structure: County highway 2527,  Year Built: 1985,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 475 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 760 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SINKING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.856,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $92,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $139,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 30038680001,  Location: IN GREENVILLE (Lat: 36.157167,  Lng: -82.826867),  Route carried "on" structure: City street 3868,  Year Built: 1955,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 8,659 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,096 (year 2039),  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 62.1 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: High priority of corrective action,  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: March 2021,  Bridge Improvement Cost: $84,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $127,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 300A1550001,  Location: 3.5 M NW OF US11E-SR70 JC (Lat: 36.221750,  Lng: -82.867950),  Route carried "on" structure: County highway 155,  Year Built: 1930,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 260 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 416 (year 2041),  Features Intersected: ROARING FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.023,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $74,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $112,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 300A1550003,  Location: 2.9 M NE OF US11E-SR70 JC (Lat: 36.212750,  Lng: -82.837400),  Route carried "on" structure: County highway 155,  Year Built: 1987,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 260 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 416 (year 2041),  Design Load: HS 20,  Features Intersected: ROARING FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.397,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

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,  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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 300A1610001,  Location: 2.7 M NE OF MOSHIEM (Lat: 36.223150,  Lng: -82.869967),  Route carried "on" structure: County highway 161,  Year Built: 2003,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 90 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 144 (year 2041),  Features Intersected: GRASSY CREEK,  Facility Carried by Structure: NFA A127
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.4m (11.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.9 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: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $88,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $133,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 300A3380001,  Location: 3.5 M N OF US11E-SR93 JCT (Lat: 36.228000,  Lng: -82.816933),  Route carried "on" structure: County highway 338,  Year Built: 1981,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 290 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 464 (year 2041),  Features Intersected: ROARING FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.573,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 37.8 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: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $57,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $86,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 300A3380003,  Location: 2.7 M N OF US11E-SR93 JCT (Lat: 36.217417,  Lng: -82.809467),  Route carried "on" structure: County highway 338,  Year Built: 1984,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 290 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 464 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: SOUTH FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.456,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $134,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $202,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 300A3410001,  Location: E OFF SR172-3.5 N OF 11E (Lat: 36.226267,  Lng: -82.824267),  Route carried "on" structure: County highway 341,  Year Built: 2012,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 60 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 96 (year 2041),  Design Load: HL 93,  Features Intersected: ROARING FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.083,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 300A4660001,  Location: N OF TUSCULUM (Lat: 36.224700,  Lng: -82.745233),  Route carried "on" structure: County highway 466,  Year Built: 1996,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 60 (year 2022),  Truck Traffic: 1%,  Average Future Daily Traffic: 96 (year 2041),  Design Load: H 10,  Features Intersected: SINKING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.105,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 20.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $120,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $181,000 ( Estimate for 2021),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 300A7590001,  Location: JUST E OF SR70 (Lat: 36.097850,  Lng: -82.852567),  Route carried "on" structure: County highway 759,  Year Built: 1940,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 190 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 304 (year 2041),  Features Intersected: RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.053,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $392,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $589,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 300A7840001,  Location: IN GREENEVILLE CITY LIMIT (Lat: 36.172433,  Lng: -82.793400),  Route carried "on" structure: City street 451,  Year Built: 2009,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,540 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,464 (year 2041),  Design Load: HS 20,  Features Intersected: HOLLEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.240,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 86.4 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: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 300A8120001,  Location: 2.6 M SE OF US321-SR70 JC (Lat: 36.121250,  Lng: -82.826300),  Route carried "on" structure: County highway 812,  Year Built: 1940,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 110 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 176 (year 2042),  Features Intersected: E FORK RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.364,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: 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
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Structure Number: 300A8230001,  Location: NEAR GREENEVILLE (Lat: 36.125217,  Lng: -82.845483),  Route carried "on" structure: County highway 823,  Year Built: 1994,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 500 (year 2022),  Truck Traffic: 1%,  Average Future Daily Traffic: 800 (year 2041),  Design Load: HS 20,  Features Intersected: RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.092,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $81,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $122,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 300A8240001,  Location: 2.1 M S OF US321-SR70 JCT (Lat: 36.123117,  Lng: -82.844217),  Route carried "on" structure: County highway 824,  Year Built: 1920,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 220 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 352 (year 2042),  Features Intersected: RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.997,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.4m (11.2ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 3.3m (10.8ft),  Out-to-Out Width: 3.9m (12.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 29.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $139,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $209,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 300A9530001,  Location: S OF US11 E NEAR MOSHELM (Lat: 36.150800,  Lng: -82.894183),  Route carried "on" structure: County highway 953,  Year Built: 1983,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 80 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 128 (year 2041),  Design Load: HS 20,  Features Intersected: LITTLE CHUCKY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.356,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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,  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
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Structure Number: 30E00370001,  Location: NEAR GREENVILLE (Lat: 36.116917,  Lng: -82.780933),  Route carried "on" structure: State highway 350,  Year Built: 1980,  Status: Open,  Structure Length: 13.05m (42.81ft),  Average Daily Traffic: 3,157 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,168 (year 2041),  Design Load: HS 20,  Features Intersected: NOLICHUCKY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.545,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 51.2m (168.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: 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: Somewhat better than minimum adequacy,  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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2022,  Underwater Inspection Date: August 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30E00370005,  Location: IN GREENVILLE (Lat: 36.155483,  Lng: -82.826583),  Route carried "on" structure: State highway 350,  Year Built: 2011,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 3,780 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,312 (year 2040),  Design Load: HL 93,  Features Intersected: RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.288,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30F00400003,  Location: 4.3 M N OF SR70-SR351 JCT (Lat: 36.104650,  Lng: -82.843950),  Route carried "on" structure: County highway 1329,  Year Built: 1995,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 690 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,104 (year 2042),  Design Load: HS 20,  Features Intersected: RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.838,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  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: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 30FA0343001,  Location: .6 M SE OF GREENVILLE (Lat: 36.175883,  Lng: -82.830250),  Route carried "on" structure: US 11,  Year Built: 1965,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 4.65m (15.26ft),  Average Daily Traffic: 23,412 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 53,232 (year 2040),  Design Load: HS 20,  Features Intersected: FAU 3865,  Facility Carried by Structure: FAP 34 RL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.379,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 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: 17.4m (57.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30FA0343002,  Location: .6 M SE OF GREENVILLE (Lat: 36.176033,  Lng: -82.830383),  Route carried "on" structure: US 11,  Year Built: 1965,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 4.65m (15.26ft),  Average Daily Traffic: 23,412 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 53,232 (year 2040),  Design Load: HS 20,  Features Intersected: SR 172,  Facility Carried by Structure: FAP 34 LL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.379,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 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: 17.4m (57.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30FA0343003,  Location: 1.2 M NW OF GREENVILLE (Lat: 36.177817,  Lng: -82.805167),  Route carried "on" structure: US 11,  Year Built: 1965,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 26,871 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 42,994 (year 2041),  Design Load: HS 20,  Features Intersected: FAU 3867 & SOUTHERN RWY,  Facility Carried by Structure: FAP 34 731247X
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.761,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 63.8 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: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.13m (26.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $2,262,000,  Roadway Improvement Cost: $227,000,  Total Project Cost: $3,394,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30FA0343004,  Location: 1.2 M NW OF GREENVILLE (Lat: 36.177933,  Lng: -82.805000),  Route carried "on" structure: US 11,  Year Built: 1965,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 26,871 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 42,994 (year 2041),  Design Load: HS 20,  Features Intersected: FAU 1391 & SOUTHERN RWY,  Facility Carried by Structure: FAP 34 731247X
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.761,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 63.8 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: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.13m (26.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $2,262,000,  Roadway Improvement Cost: $227,000,  Total Project Cost: $3,394,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30S23910007,  Location: 1.5 MI. N. OF SR 34 (Lat: 36.230883,  Lng: -82.695000),  Route carried "on" structure: County highway 351,  Year Built: 1995,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 2,435 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,888 (year 2040),  Design Load: HS 20,  Features Intersected: RHEATOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.652,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Channel: Good,  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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 30S23910009,  Location: 1.5 M NW OF SR93 (Lat: 36.262833,  Lng: -82.720667),  Route carried "on" structure: County highway 351,  Year Built: 1954,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 2,435 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,888 (year 2040),  Design Load: HS 20,  Features Intersected: SINKING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.633,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022
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Structure Number: 30SR0340001,  Location: .3 M E OF I81 (Lat: 36.224933,  Lng: -83.047467),  Route carried "on" structure: US 11,  Year Built: 1929,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 8,024 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,384 (year 2040),  Design Load: HS 20,  Features Intersected: MUD CREEK,  Facility Carried by Structure: FAP 34
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.492,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.1 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: January 2022
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Structure Number: 30SR0340009,  Location: IN GREENEVILLE (Lat: 36.170850,  Lng: -82.858783),  Route carried "on" structure: US 11,  Year Built: 1980,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 22,002 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 28,992 (year 2040),  Design Load: HS 20,  Features Intersected: SR 70,  Facility Carried by Structure: FAP 34 RL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.692,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 37.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $1,579,000,  Roadway Improvement Cost: $158,000,  Total Project Cost: $2,369,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30SR034001,  Location: IN GREENEVILLE (Lat: 36.171067,  Lng: -82.858983),  Route carried "on" structure: US 11,  Year Built: 1980,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 22,002 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 28,992 (year 2040),  Design Load: HS 20,  Features Intersected: NFA 1346,  Facility Carried by Structure: FAP 34 LL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.692,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 37.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30SR0340011,  Location: 1.2 M SW OF GREENVILLE (Lat: 36.173200,  Lng: -82.794267),  Route carried "on" structure: Business US 11,  Year Built: 1927,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 7,919 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,952 (year 2040),  Design Load: HS 20,  Features Intersected: HOLLEY CREEK,  Facility Carried by Structure: FAU 107
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.206,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 30SR1070,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.13m (3.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $75,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $113,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30SR0340029,  Location: 2.6 MI.W.OF WASHINGTON CO (Lat: 36.227183,  Lng: -82.690383),  Route carried "on" structure: US 11,  Year Built: 1980,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 22,718 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 31,888 (year 2040),  Design Load: HS 20,  Features Intersected: RHEATOWN CREEK,  Facility Carried by Structure: FAP 34
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.620,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.9m (85.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft)

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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $261,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $392,000 ( Estimate for 2020)
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Structure Number: 30SR0345001,  Location: IN GREENEVILLE (Lat: 36.164033,  Lng: -82.836567),  Route carried "on" structure: City street 146,  Year Built: 1930,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 690 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,104 (year 2042),  Features Intersected: STATE ROUTE 350,  Facility Carried by Structure: RAILROAD ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $153,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $230,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30SR0350003,  Location: 7.02 M E GREENE/COCKE CL (Lat: 36.107900,  Lng: -82.917833),  Route carried "on" structure: US 321,  Year Built: 1930,  Year Reconstructed: 1940,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 3,616 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,786 (year 2041),  Design Load: H 15,  Features Intersected: BRANCH,  Facility Carried by Structure: FAP 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.298,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 27.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $387,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $581,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30SR0930003,  Location: .10 M E OF WAKE RD (Lat: 36.296867,  Lng: -82.736267),  Route carried "on" structure: State highway 93,  Year Built: 1943,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,881 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,480 (year 2040),  Design Load: H 15,  Features Intersected: UNION TEMPLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.158,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: January 2022
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Structure Number: 30SR1720001,  Location: NORTH OF GREENEVILLE (Lat: 36.216033,  Lng: -82.832983),  Route carried "on" structure: State highway 172,  Year Built: 1960,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 5,082 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,832 (year 2040),  Design Load: H 20,  Features Intersected: ROARING FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.472,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 6 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: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.47m (11.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $343,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $515,000 ( 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: 30SR3500005,  Location: 6 MI S OF GREENVILLE (Lat: 36.131883,  Lng: -82.811683),  Route carried "on" structure: State highway 350,  Year Built: 1998,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 3,780 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,312 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RICHLAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.989,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  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: Fair,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 300A4860003,  Location: JUST N OF TUSCULUM (Lat: 36.194633,  Lng: -82.758333),  Route carried "under" structure: County highway 486,  Year Built: 1920,  Structure Length: 0. m,  Average Daily Traffic: 280 (year 2022),  Truck Traffic: 2%,  Features Intersected: SOUTHERN RAILWAY,  Facility Carried by Structure: SOU RWY 731252U
Minimum Vertical Clearance: 2.49m (8.17ft),  Kilometerpoint: 2.979,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 5.2m (17.1ft)

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Structure Number: 300A8470001,  Location: 2 M SW OF SR70-US321 JCT (Lat: 36.144550,  Lng: -82.881267),  Route carried "under" structure: County highway 847,  Year Built: 1925,  Structure Length: 0. m,  Average Daily Traffic: 20 (year 2022),  Truck Traffic: 2%,  Features Intersected: SOUTHERN RAILWAY,  Facility Carried by Structure: SOU RWY 731279D
Minimum Vertical Clearance: 3.23m (10.60ft),  Kilometerpoint: 0.204,  Lanes under structure: 1,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 3.7m (12.1ft)

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Structure Number: 300B1800001,  Location: IN GREENEVILLE (Lat: 36.165100,  Lng: -82.835967),  Route carried "under" structure: City street 180,  Year Built: 1926,  Structure Length: 0. m,  Average Daily Traffic: 1,050 (year 2022),  Truck Traffic: 2%,  Features Intersected: SOUTHERN RAILWAY,  Facility Carried by Structure: SOU RWY 731268R
Minimum Vertical Clearance: 3.48m (11.42ft),  Kilometerpoint: 0.200,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.7m (35.1ft)

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Structure Number: 30FA0343001,  Location: .6 M NE OF GREENVILLE (Lat: 36.175883,  Lng: -82.830250),  Route carried "under" structure: City street 3865,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 3,808 (year 2020),  Truck Traffic: 4%,  Features Intersected: SR 34 RT LN,  Facility Carried by Structure: FAP 34
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 30FA0343002,  Location: .7 M SE OF GREENVILLE (Lat: 36.176033,  Lng: -82.830383),  Route carried "under" structure: State highway 172,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 6,544 (year 2020),  Truck Traffic: 4%,  Features Intersected: SR 34 LF LN,  Facility Carried by Structure: FAP 34
Minimum Vertical Clearance: 6.65m (21.82ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 30FA0343003,  Location: 1.2 M NW OF GREENVILLE (Lat: 36.177817,  Lng: -82.805167),  Route carried "under" structure: State highway 3867,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 6,527 (year 2020),  Truck Traffic: 4%,  Features Intersected: SR 34,  Facility Carried by Structure: FAP 34
Minimum Vertical Clearance: 7.32m (24.02ft),  Kilometerpoint: 1.223,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 30FA0343004,  Location: 1.2 M NW OF GREENEVILLE (Lat: 36.177933,  Lng: -82.805000),  Route carried "under" structure: State highway 1391,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 5,891 (year 2020),  Truck Traffic: 4%,  Features Intersected: SR 34,  Facility Carried by Structure: FAP 34
Minimum Vertical Clearance: 7.52m (24.67ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 30SR0340009,  Location: IN GREENEVILLE (Lat: 36.170850,  Lng: -84.858783),  Route carried "under" structure: State highway 70,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 17,125 (year 2020),  Truck Traffic: 9%,  Features Intersected: SR 34 RL,  Facility Carried by Structure: FAP 34 RL
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 26.474,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 30SR034001,  Location: IN GREENEVILLE (Lat: 36.171067,  Lng: -82.858983),  Route carried "under" structure: County highway 1346,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 5,263 (year 2020),  Truck Traffic: 3%,  Features Intersected: SR 34 LL,  Facility Carried by Structure: FAP 34 LL
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 14.211,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 30.5m (100.1ft)

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