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Bridge Statistics for Greeneville, Tennessee (TN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Greeneville, TN, Tennessee, Tennessee forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 23 Total length: 86 meters (282ft) Total costs: $1,916,000 Total average daily traffic: 274,450 Total average daily truck traffic: 25,049 National Bridge Inventory (NBI) Registered Bridges for Greeneville
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
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: 11,060 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 17,696 (year 2028), 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: Fair, Culverts: Satisfactory, Operating Rating: 36.0 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: 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 2007, Bridge Improvement Cost: $52,000, Roadway Improvement Cost: $6,000, Total Project Cost: $79,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 300A7840001, Location: IN GREENEVILLE CITY LIMIT (Lat: 36.172433, Lng: -82.793400), Route carried "on" structure: City street 451, Year Built: 1940, Year Reconstructed: 1960, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,540 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 2,464 (year 2028), Features Intersected: HOLLEY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.8m (25.6ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Serious, Channel: Fair, Operating Rating: 2.7 metric tons, Inventory Rating: 2.7 metric tons, Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $202,000, Roadway Improvement Cost: $21,000, Total Project Cost: $304,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 30E00370005, Location: IN GREENVILLE (Lat: 36.155483, Lng: -82.826583), Route carried "on" structure: State highway 350, Year Built: 1955, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 4,830 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 7,728 (year 2028), Design Load: H 15, Features Intersected: RICHLAND CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.288, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, 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: 7.5m (24.6ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Serious, Channel: Poor, Operating Rating: 36.0 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.44m (4.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $240,000, Roadway Improvement Cost: $25,000, Total Project Cost: $361,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
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: 27,280 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 43,648 (year 2028), 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: Good, Superstructure: Very good, Substructure: Fair, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
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: 27,280 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 43,648 (year 2028), 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: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
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: 29,500 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 47,200 (year 2028), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 74.7 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
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: 29,500 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 47,200 (year 2028), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 74.7 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 30L38630001, Location: IN GREENVILLE (Lat: 36.161433, Lng: -82.819317), Route carried "on" structure: City street 3863, Year Built: 1984, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,920 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 6,272 (year 2028), Design Load: H 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.768, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft) Condition: Channel: Fair, Culverts: Poor, Operating Rating: 36.0 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $131,000, Roadway Improvement Cost: $14,000, Total Project Cost: $197,000 ( Estimate for 2008) Find on map >>
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: 26,760 (year 2007), Truck Traffic: 14%, Average Future Daily Traffic: 42,816 (year 2028), 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: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 45.9 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: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
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: 26,760 (year 2007), Truck Traffic: 14%, Average Future Daily Traffic: 42,816 (year 2028), 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: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 45.9 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: 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: March 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
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: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 9,820 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 15,712 (year 2028), Design Load: HS 20, Features Intersected: HOLLEY CREEK, Facility Carried by Structure: FAU 107 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.222, Lanes on structure: 2, Base Highway Network: Yes, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $345,000, Roadway Improvement Cost: $35,000, Total Project Cost: $518,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
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 2008), Truck Traffic: 2%, Average Future Daily Traffic: 1,104 (year 2028), Features Intersected: SR 350 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, 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, Inventory Rating: 24.3 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $304,000, Roadway Improvement Cost: $31,000, Total Project Cost: $457,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 300B1800001, Location: IN GREENEVILLE (Lat: 36.165100, Lng: -82.835967), Route carried "under" structure: City street 180, Year Built: 1926, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,050 (year 2008), Truck Traffic: 2%, Features Intersected: SOUTHERN RAILWAY, Facility Carried by Structure: SOU RWY 731268R Minimum Vertical Clearance: 3.48m (11.42ft), Kilometerpoint: 0.193, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 10.7m (35.1ft) Find on map >>
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: 4.60m (15.09ft), Average Daily Traffic: 3,820 (year 2007), Truck Traffic: 2%, Features Intersected: SR 34 RT LN, Facility Carried by Structure: FAP 34 Minimum Vertical Clearance: 0.60m (1.97ft), 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) Find on map >>
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: 4.60m (15.09ft), Average Daily Traffic: 6,950 (year 2007), Truck Traffic: 2%, Features Intersected: SR 34 LF LN, Facility Carried by Structure: FAP 34 Minimum Vertical Clearance: 0.67m (2.20ft), 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) Find on map >>
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: 7.10m (23.29ft), Average Daily Traffic: 7,540 (year 2007), Truck Traffic: 2%, 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) Find on map >>
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: 7.10m (23.29ft), Average Daily Traffic: 5,790 (year 2007), Truck Traffic: 2%, Features Intersected: SR 34, Facility Carried by Structure: FAP 34 Minimum Vertical Clearance: 7.21m (23.65ft), 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) Find on map >>
Structure Number: 30SR0340009, Location: IN GREENEVILLE (Lat: 36.170850, Lng: -84.858783), Route carried "under" structure: State highway 70, Year Built: 1980, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 19,270 (year 2007), Truck Traffic: 2%, Features Intersected: SR 34 RL, Facility Carried by Structure: FAP 34 RL Minimum Vertical Clearance: 0.50m (1.64ft), 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) Find on map >>
Structure Number: 30SR034001, Location: IN GREENEVILLE (Lat: 36.171067, Lng: -82.858983), Route carried "under" structure: County highway 1346, Year Built: 1980, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 5,630 (year 2007), Truck Traffic: 2%, 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) Find on map >>
Structure Number: 30SR0345001, Location: IN GREENVILLE (Lat: 36.164033, Lng: -82.836567), Route carried "under" structure: Business US 11, Year Built: 1929, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 6,070 (year 2007), Truck Traffic: 4%, Features Intersected: NFA B146 (RR ST), Facility Carried by Structure: NFA B146 Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.964, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 13.1m (43.0ft) Find on map >>
Structure Number: 30SR0930001, Location: NEAR GREENEVILLE TENN. (Lat: 36.170250, Lng: -82.826833), Route carried "under" structure: US 411, Year Built: 1900, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 7,250 (year 2007), Truck Traffic: 2%, Features Intersected: SOUTHERN RAILWAY, Facility Carried by Structure: SOU RWY 731263G Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 22.467, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.5m (41.0ft) Find on map >>
Structure Number: 30SR3500001, Location: DOWNTOWN GREENVILLE (Lat: 36.164000, Lng: -82.836450), Route carried "under" structure: State highway 350, Year Built: 1920, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 6,070 (year 2007), Truck Traffic: 2%, Features Intersected: NORFOLK SOUTHERN RR, Facility Carried by Structure: NORFOLK SOU Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 9.608, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 9.8m (32.2ft) Find on map >>
Structure Number: 30SR3500003, Location: DOWNTOWN GREENVILLE (Lat: 36.164017, Lng: -82.836433), Route carried "under" structure: State highway 350, Year Built: 1920, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 6,070 (year 2007), Truck Traffic: 2%, Features Intersected: SOUTHERN RAILWAY, Facility Carried by Structure: SOU RWY 731269X Minimum Vertical Clearance: 0.47m (1.54ft), Kilometerpoint: 9.624, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 9.8m (32.2ft) Discuss this city on our hugely popular Tennessee forum Back to: Greeneville, TN, Tennessee, All US cities.
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