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Bridge Statistics for Smyrna, Tennessee (TN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Smyrna, TN, Tennessee, Tennessee forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 51 Total length: 304 meters (997ft) Total costs: $5,717,000 Total average daily traffic: 801,380 Total average daily truck traffic: 34,388 National Bridge Inventory (NBI) Registered Bridges for Smyrna
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 75033790001, Location: ON SPRINGS NEAR RICHARDSO (Lat: 35.985433, Lng: -86.523550), Route carried "on" structure: City street 3379, Year Built: 1960, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 5,440 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 8,704 (year 2028), Design Load: HS 20, Features Intersected: HARTS BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $299,000, Roadway Improvement Cost: $30,000, Total Project Cost: $449,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 750A0190001, Location: 3.1 MI NW JCT I24&SR102 (Lat: 35.965000, Lng: -86.567450), Route carried "on" structure: City street 19, Year Built: 1965, Year Reconstructed: 2001, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 8,280 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 13,248 (year 2028), Design Load: HS 20, Features Intersected: ROCK SPRINGS BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.009, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 750A0190003, Location: 2.5 MI SE JCT SR1 & SR266 (Lat: 35.983783, Lng: -86.548250), Route carried "on" structure: City street 19, Year Built: 2000, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 8,280 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 13,248 (year 2028), Design Load: HS 20, Features Intersected: DRAINAGE DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 0.9m (3.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Channel: Good, 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 750A0440003, Location: 1.0 MI SW JCT SR1&SR266 (Lat: 35.886217, Lng: -86.541533), Route carried "on" structure: City street 4672, Year Built: 1960, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5,480 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 8,768 (year 2028), Design Load: H 15, Features Intersected: BRANCH, Facility Carried by Structure: NFA A044 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.754, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $11,000, Total Project Cost: $164,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 750A0560001, Location: 0.3 MI NW JCT SR1&SR266 (Lat: 36.002950, Lng: -86.537300), Route carried "on" structure: City street 56, Year Built: 1936, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 4,120 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 6,592 (year 2028), Features Intersected: CSX RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 44.1 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: High priority of replacement, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 5.25m (17.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $841,000, Roadway Improvement Cost: $85,000, Total Project Cost: $1,262,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 750A6030001, Location: 0.5 MI SE JCT I24&SR266 (Lat: 35.968050, Lng: -86.566083), Route carried "on" structure: City street 603, Year Built: 1968, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 20 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 32 (year 2028), Design Load: H 15, Features Intersected: ROCK SPRINGS BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 44.1 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to 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: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 750A7210001, Location: 13TH AVE NEAR C ST SMYRNA (Lat: 36.001783, Lng: -86.505583), Route carried "on" structure: City street 721, Year Built: 1940, Year Reconstructed: 1983, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 1,230 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 1,968 (year 2028), Design Load: H 15, Features Intersected: STEWART CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 750A7880001, Location: HIGHLAND AVE NEAR SPRINGS (Lat: 35.984983, Lng: -86.526367), Route carried "on" structure: City street 788, Year Built: 1975, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 770 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 1,232 (year 2028), Design Load: HS 20, Features Intersected: BRANCH OF HICKS BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.885, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Channel: Good, 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 75E00720001, Location: 1.8 MI SW JCT SR266&I24 (Lat: 35.957183, Lng: -86.593833), Route carried "on" structure: City street 997, Year Built: 1975, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,760 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 2,816 (year 2028), Design Load: H 15, Features Intersected: ROCK SPRINGS BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.945, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.0 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $53,000, Roadway Improvement Cost: $6,000, Total Project Cost: $80,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 75E00720005, Location: 0.9 MI SW JCT I24&SR266 (Lat: 35.961733, Lng: -86.575883), Route carried "on" structure: City street 997, Year Built: 1975, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,360 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 2,176 (year 2028), Design Load: HS 20, Features Intersected: ROCK SPRINGS BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.731, Lanes on structure: 2, Owner: City or Municipal 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: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Channel: Good, 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 75E03520003, Location: 1.2 MI SW JCT I24&SR266 (Lat: 35.960200, Lng: -86.580900), Route carried "on" structure: City street 997, Year Built: 1977, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,760 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 2,816 (year 2028), Design Load: H 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.200, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft) 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 75F00460003, Location: 0.9 MI SW JCT SR1&SR102 (Lat: 35.955767, Lng: -86.516600), Route carried "on" structure: City street 1059, Year Built: 1930, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 11,850 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 18,960 (year 2028), Design Load: HS 20, Features Intersected: STEWARTS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.189, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 22.9m (75.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.1 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 75F00490007, Location: 2.1 MI SW JCT I24&SR266 (Lat: 35.956317, Lng: -86.596750), Route carried "on" structure: City street 980, Year Built: 1940, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,900 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 3,040 (year 2028), Design Load: H 15, Features Intersected: ROCK SPRINGS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.683, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Channel: Good, Culverts: Good, 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: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.65m (5.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $235,000, Roadway Improvement Cost: $24,000, Total Project Cost: $353,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 75I00240055, Location: 3.1 MI SW JCT SR1&SR266 (Lat: 35.974867, Lng: -87.571717), Route carried "on" structure: City street 997, Year Built: 1976, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 15,640 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 25,024 (year 2028), Design Load: HS 20, Features Intersected: SAM RIDLEY PKWY RL / I24 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.598, Lanes on structure: 2, Lanes under structure: 4, 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: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Internally Sealed Find on map >>
Structure Number: 75I00240056, Location: 3.1 MI SW JCT SR1&SR266 (Lat: 35.975033, Lng: -87.571900), Route carried "on" structure: City street 997, Year Built: 1976, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 15,640 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 25,024 (year 2028), Design Load: HS 20, Features Intersected: SAM RIDLEY PKWY LL / I24 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.598, Lanes on structure: 2, Lanes under structure: 4, 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: 2, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Internally Sealed Find on map >>
Structure Number: 75M33760001, Location: ON 8TH AVE NEAR G ST (Lat: 36.007617, Lng: -86.499567), Route carried "on" structure: City street 23, Year Built: 1960, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 1,020 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 1,632 (year 2028), Design Load: H 15, Features Intersected: STEWART CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.53m (8.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $158,000, Roadway Improvement Cost: $16,000, Total Project Cost: $238,000 ( Estimate for 2008), Deck Structure Type: Open Grating Find on map >>
Structure Number: 75M33770001, Location: 9TH AVE NEAR G ST-SMYRNA (Lat: 36.006467, Lng: -86.499550), Route carried "on" structure: City street 3377, Year Built: 1945, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 890 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 1,424 (year 2028), Design Load: H 15, Features Intersected: STEWARTS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 36.0 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 75M33810001, Location: ENON SPRINGS NEAR MAYFIEL (Lat: 35.974217, Lng: -86.502717), Route carried "on" structure: City street 3381, Year Built: 1970, Year Reconstructed: 1990, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 12,440 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 19,904 (year 2028), Design Load: H 20, Features Intersected: STEWART CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.867, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 15.9m (52.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $15,000, Total Project Cost: $217,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 75S62160009, Location: 0.5 MI NE JCT I24&SR102 (Lat: 35.936483, Lng: -86.529483), Route carried "on" structure: City street 170, Year Built: 1953, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 610 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 976 (year 2028), Design Load: H 10, Features Intersected: OLIVE BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 8.1m (26.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.0 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $82,000, Roadway Improvement Cost: $9,000, Total Project Cost: $124,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 75SR0010005, Location: .9 M SE JCT SR1&SR266 (Lat: 35.986167, Lng: -86.522333), Route carried "on" structure: US 70, Year Built: 1945, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 22,270 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 38,448 (year 2028), Design Load: H 20, Features Intersected: HARTS BRANCH, Facility Carried by Structure: FAP 1 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.661, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 22.1m (72.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $149,000, Roadway Improvement Cost: $15,000, Total Project Cost: $224,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 75SR0010007, Location: 1 M NW JCT SR1&SR102 (Lat: 35.968517, Lng: -86.506833), Route carried "on" structure: US 70, Year Built: 2004, Status: Open, Structure Length: 5.00m (16.40ft), Average Daily Traffic: 17,250 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 28,416 (year 2028), Design Load: HS 20, Features Intersected: STEWARTS CREEK, Facility Carried by Structure: FAP 1 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.075, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 29.7m (97.4ft), Out-to-Out Width: 31.7m (104.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very 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: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 75SR0010031, Location: OVER SR-1 IN SMYRNA (Lat: 35.996283, Lng: -86.531900), Route carried "on" structure: State highway 266, Year Built: 1976, Year Reconstructed: 1998, Status: Open, Structure Length: 11.37m (37.30ft), Average Daily Traffic: 27,860 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 43,504 (year 2028), Design Load: H 20, Features Intersected: SR 1 & CSX RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.281, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 35.0m (114.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 29.1m (95.5ft), Out-to-Out Width: 29.7m (97.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 75SR0010033, Location: 3.3 M SE JCT SR1&SR266 (Lat: 35.957600, Lng: -86.498233), Route carried "on" structure: State highway 102, Year Built: 1982, Status: Open, Structure Length: 15.73m (51.61ft), Average Daily Traffic: 18,720 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 32,352 (year 2028), Design Load: HS 20, Features Intersected: SR1/CSX RR/RP C & D Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.641, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 75SR0010034, Location: 3.3 M SE JCT SR1&SR266 (Lat: 35.957700, Lng: -86.498350), Route carried "on" structure: State highway 102, Year Built: 1982, Status: Open, Structure Length: 15.54m (50.98ft), Average Daily Traffic: 18,720 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 32,352 (year 2028), Design Load: HS 20, Features Intersected: SR1/CSX RR/RP C & D Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.641, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 75SR0010039, Location: 3.4 M SE JCT SR1&SR266 (Lat: 35.956467, Lng: -86.496000), Route carried "on" structure: Ramp US 70, Year Built: 1982, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 510 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 816 (year 2028), Design Load: HS 20, Features Intersected: SR 1 RP D/SR 1 & RP C, Facility Carried by Structure: FAP 1 RAMP D Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.732, Lanes on structure: 1, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 44.2m (145.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 75SR0010041, Location: 3.1 M SE JCT SR1&SR266 (Lat: 35.959167, Lng: -86.499850), Route carried "on" structure: Ramp State highway 102, Year Built: 1983, Status: Open, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 6,440 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 10,304 (year 2028), Design Load: HS 20, Features Intersected: SR 102 RAMP C / SR 1 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.866, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 75SR1020001, Location: 1.8 MI SE JCT SR1 & SR266 (Lat: 35.985467, Lng: -86.503433), Route carried "on" structure: City street 3372, Year Built: 1928, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 4,400 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 7,040 (year 2028), Design Load: H 15, Features Intersected: STEWARTS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.1m (23.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.8 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.31m (17.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $830,000, Roadway Improvement Cost: $84,000, Total Project Cost: $1,246,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 75SR1020009, Location: .1 M N JCT SR102&I24 (Lat: 35.936450, Lng: -86.530417), Route carried "on" structure: State highway 102, Year Built: 1982, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 18,600 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 29,408 (year 2028), Design Load: HS 20, Features Intersected: OLIVE BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.569, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 30.8m (101.0ft), Skew: 13 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft) Condition: Channel: Good, 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: Better than present minimum criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $504,000, Roadway Improvement Cost: $51,000, Total Project Cost: $757,000 ( Estimate for 2008) Find on map >>
Structure Number: 75SR1020011, Location: .2 M N JCT SR102&I24 (Lat: 35.947500, Lng: -86.522000), Route carried "on" structure: State highway 102, Year Built: 1982, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 18,600 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 29,408 (year 2028), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.034, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 30.8m (101.0ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Good, 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: Better than present minimum criteria, Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $220,000, Roadway Improvement Cost: $23,000, Total Project Cost: $331,000 ( Estimate for 2008) Find on map >>
Structure Number: 75SR1020013, Location: 1.6 M NE JCT SR102&I24 (Lat: 35.952817, Lng: -86.515533), Route carried "on" structure: State highway 102, Year Built: 1982, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 18,600 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 29,408 (year 2028), Design Load: HS 20, Features Intersected: STEWART CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.870, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 75SR1020014, Location: 1.6 M NE JCT SR102&I24 (Lat: 35.953050, Lng: -86.515600), Route carried "on" structure: State highway 102, Year Built: 1982, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 18,600 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 29,408 (year 2028), Design Load: HS 20, Features Intersected: SREWART CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.870, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 75SR1020015, Location: 1.7 M NE JCT SR102&I24 (Lat: 35.953567, Lng: -86.514367), Route carried "on" structure: State highway 102, Year Built: 1982, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 18,600 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 29,408 (year 2028), Design Load: HS 20, Features Intersected: SR 102/NFA 1059 OLD N.HW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.999, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 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, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 75SR1020016, Location: 1.7 M NE JCT SR102&I24 (Lat: 35.953800, Lng: -86.514550), Route carried "on" structure: State highway 102, Year Built: 1982, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 18,600 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 29,408 (year 2028), Design Load: HS 20, Features Intersected: SR 102/NFA 1059 OLD N.HW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.999, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 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, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 75SR2660001, Location: 2.7 M NW JCT SR1&SR102 (Lat: 35.998400, Lng: -86.505233), Route carried "on" structure: State highway 266, Year Built: 1986, Status: Open, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 23,880 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 36,832 (year 2028), Design Load: HS 20, Features Intersected: STEWART CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.904, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 75SR2660003, Location: 2.4 M NE JCT SR 1&SR 266 (Lat: 35.996400, Lng: -86.508400), Route carried "on" structure: State highway 266, Year Built: 1986, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 23,880 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 36,832 (year 2028), Design Load: HS 20, Features Intersected: RELIEF DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.534, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, 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: Better than present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $181,000, Roadway Improvement Cost: $19,000, Total Project Cost: $272,000 ( Estimate for 2008) Find on map >>
Structure Number: 75SR2660005, Location: 9.0 M NE JCT SR 1&SR 266 (Lat: 35.972333, Lng: -86.399050), Route carried "on" structure: State highway 266, Year Built: 2001, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 7,930 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 12,496 (year 2028), Design Load: HS 20, Features Intersected: RELIEF DRAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.250, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Channel: Good, 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 75SR8400005, Location: 5.1 M NE JCT SR102&I24 (Lat: 35.858567, Lng: -86.579383), Route carried "on" structure: State highway 102, Year Built: 1997, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 2,420 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 3,744 (year 2028), Design Load: HS 20, Features Intersected: SR 102 / SR 840 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.094, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: 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, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 75I00240003, Location: NEAR LAVERGNE TENN. (Lat: 35.995000, Lng: -86.596667), Route carried "under" structure: Interstate 24, Year Built: 1968, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 88,180 (year 2007), Truck Traffic: 2%, Features Intersected: WALDRON RD / I24, Facility Carried by Structure: FAU 1057 (SA 7526) Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.198, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft) Find on map >>
Structure Number: 75I00240055, Location: 3 MI.SE RUTHERFORD CO LN (Lat: 35.974867, Lng: -86.571717), Route carried "under" structure: Interstate 24, Year Built: 1976, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 98,600 (year 2007), Truck Traffic: 2%, Features Intersected: SAM RIDLEY PKWY RL / I24, Facility Carried by Structure: NFA B997 Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 5.198, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft) Find on map >>
Structure Number: 75I00240056, Location: IN SMYRNA CITY LIMITS (Lat: 35.975033, Lng: -86.571900), Route carried "under" structure: Interstate 24, Year Built: 1976, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 88,180 (year 2007), Truck Traffic: 2%, Features Intersected: SAM RIDLEY PKWY LL / I24, Facility Carried by Structure: NFA B997 Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 5.166, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.6m (120.1ft) Find on map >>
Structure Number: 75SR0010031, Location: IN SMYRNA CITY LIMITS (Lat: 35.996283, Lng: -86.531900), Route carried "under" structure: US 70, Year Built: 1976, Structure Length: 11.37m (37.30ft), Average Daily Traffic: 22,270 (year 2007), Truck Traffic: 6%, Features Intersected: SAM RIDLEY PKWY / SR 1, Facility Carried by Structure: FAP 1 Minimum Vertical Clearance: 6.43m (21.10ft), Kilometerpoint: 6.212, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 28.7m (94.2ft) Find on map >>
Structure Number: 75SR0010033, Location: IN SMYRNA TN (Lat: 35.957600, Lng: -86.498233), Route carried "under" structure: State highway 1, Year Built: 1982, Structure Length: 15.73m (51.61ft), Average Daily Traffic: 24,780 (year 2007), Truck Traffic: 3%, Features Intersected: SR 1 & CSX RR Minimum Vertical Clearance: 6.22m (20.41ft), Kilometerpoint: 11.507, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 26.2m (86.0ft) Find on map >>
Structure Number: 75SR0010033, Location: IN SMYRNA (Lat: 35.957600, Lng: -86.498233), Route carried "under" structure: Ramp State highway 1, Year Built: 1982, Structure Length: 15.73m (51.61ft), Average Daily Traffic: 510 (year 2008), Truck Traffic: 3%, Features Intersected: SR 102 / RAMP D & SR 1 Minimum Vertical Clearance: 7.03m (23.06ft), Kilometerpoint: 11.491, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 26.2m (86.0ft) Find on map >>
Structure Number: 75SR0010033, Location: IN SMYRNA (Lat: 35.957600, Lng: -86.498233), Route carried "under" structure: Ramp State highway 102, Year Built: 1982, Structure Length: 15.73m (51.61ft), Average Daily Traffic: 5,500 (year 2008), Truck Traffic: 7%, Features Intersected: SR 102 / RAMP C & SR 1 Minimum Vertical Clearance: 7.03m (23.06ft), Kilometerpoint: 16.689, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 26.2m (86.0ft) Find on map >>
Structure Number: 75SR0010034, Location: IN SMYRNA TN (Lat: 35.957700, Lng: -86.498350), Route carried "under" structure: State highway 1, Year Built: 1982, Structure Length: 15.54m (50.98ft), Average Daily Traffic: 17,250 (year 2007), Truck Traffic: 3%, Features Intersected: SR102 / SR 1 & CSX RR Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 11.475, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.3m (83.0ft) Find on map >>
Structure Number: 75SR0010034, Location: IN SMYRNA (Lat: 35.957700, Lng: -86.498350), Route carried "under" structure: Ramp State highway 1, Year Built: 1982, Structure Length: 15.54m (50.98ft), Average Daily Traffic: 510 (year 2008), Truck Traffic: 3%, Features Intersected: SR 102 / RAMP D & SR 1 Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 11.459, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.3m (83.0ft) Find on map >>
Structure Number: 75SR0010034, Location: IN SMYRNA (Lat: 35.957700, Lng: -86.498350), Route carried "under" structure: Ramp State highway 102, Year Built: 1982, Structure Length: 15.54m (50.98ft), Average Daily Traffic: 5,500 (year 2008), Truck Traffic: 7%, Features Intersected: SR 102 / RAMP C & SR 1 Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 16.689, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 25.3m (83.0ft) Find on map >>
Structure Number: 75SR0010039, Location: IN SMYRNA (Lat: 35.956467, Lng: -86.496000), Route carried "under" structure: US 70, Year Built: 1982, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 24,780 (year 2007), Truck Traffic: 3%, Features Intersected: SR 1 RAMP D / SR 1, Facility Carried by Structure: FAP 1 RAMP D Minimum Vertical Clearance: 5.25m (17.22ft), Kilometerpoint: 11.716, Lanes on structure: 1, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 44.2m (145.0ft) Find on map >>
Structure Number: 75SR0010041, Location: IN SMYRNA (Lat: 35.959167, Lng: -86.499850), Route carried "under" structure: State highway 1, Year Built: 1983, Structure Length: 7.44m (24.41ft), Average Daily Traffic: 17,250 (year 2007), Truck Traffic: 3%, Features Intersected: SR 102 RAMP C / SR 1 Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 11.298, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 39.9m (130.9ft) Find on map >>
Structure Number: 75SR1020015, Location: IN CITY OF SMYRNA (Lat: 35.953567, Lng: -86.514367), Route carried "under" structure: City street 1059, Year Built: 1982, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 11,850 (year 2007), Truck Traffic: 3%, Features Intersected: SR 102 / FAU 1059, Facility Carried by Structure: FAS 102 Minimum Vertical Clearance: 0.52m (1.71ft), Kilometerpoint: 9.447, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 36.0m (118.1ft) Find on map >>
Structure Number: 75SR1020016, Location: IN CITY OF SMYRNA (Lat: 35.953800, Lng: -86.514550), Route carried "under" structure: City street 1059, Year Built: 1982, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 11,850 (year 2007), Truck Traffic: 3%, Features Intersected: SR 102 / FAU 1059, Facility Carried by Structure: FAS 102 Minimum Vertical Clearance: 5.48m (17.98ft), Kilometerpoint: 9.479, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 35.7m (117.1ft) Discuss this city on our hugely popular Tennessee forum Back to: Smyrna, TN, Tennessee, All US cities.
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