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Bridge Statistics for Athens, Tennessee (TN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Athens, TN, Tennessee, Tennessee forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 19
Total length: 46 meters (151ft) Total costs: $7,212,000 Total average daily traffic: 129,070 Total average daily truck traffic: 9,309 National Bridge Inventory (NBI) Registered Bridges for Athens
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Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >> Show street view
Structure Number: 54036760005, Location: W. OF SS RR & DOWNTOWN (Lat: 35.445267, Lng: -84.581317), Route carried "on" structure: City street 3676, Year Built: 1970, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 390 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 624 (year 2032), Design Load: HS 15, Features Intersected: SOKEY BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.143, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 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: Fair, Operating Rating: 36.0 metric tons, Inventory Rating: 24.3 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 11, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $15,000, Total Project Cost: $212,000 ( Estimate for 2012) Find on map >> Show street view
Structure Number: 540A0180001, Location: 0.25 MI. N OF SR-30 (Lat: 35.470083, Lng: -84.649917), Route carried "on" structure: City street 18, Year Built: 1975, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,020 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 3,232 (year 2032), Design Load: H 15, Features Intersected: BLUE SPRINGS BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.775, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft) 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 11 Find on map >> Show street view
Structure Number: 540A6250001, Location: WEST OF SR 307 (Lat: 35.450917, Lng: -84.584417), Route carried "on" structure: City street 625, Year Built: 1973, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 100 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 160 (year 2032), Design Load: HS 15, Features Intersected: OOSTANAULA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 11, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 540A6260001, Location: IN ATHENS TENN. (Lat: 35.441100, Lng: -84.591800), Route carried "on" structure: City street 531, Year Built: 1970, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 3,310 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 5,296 (year 2032), Design Load: HS 15, Features Intersected: OOSTANAULA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, Bridge Improvement Cost: $207,000, Roadway Improvement Cost: $21,000, Total Project Cost: $311,000 ( Estimate for 2012), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 540A6270001, Location: IN ATHENS TENN. (Lat: 35.441983, Lng: -84.584817), Route carried "on" structure: City street 890, Year Built: 1984, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 300 (year 2012), Truck Traffic: 2%, Average Future Daily Traffic: 480 (year 2032), Design Load: HS 20, Features Intersected: OOSTANAULA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.296, Lanes on structure: 2, Owner: City or Municipal 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: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft) 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 540A9580001, Location: CITY OF ATHENS (Lat: 35.462967, Lng: -84.645900), Route carried "on" structure: City street 5725, Year Built: 1960, Status: Posted for load, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 1,150 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 1,840 (year 2032), Features Intersected: BRANCH, Facility Carried by Structure: NFA A958 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.091, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.6m (21.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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 replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, Bridge Improvement Cost: $84,000, Roadway Improvement Cost: $9,000, Total Project Cost: $127,000 ( Estimate for 2012), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 540Z0050001, Location: IN ATHENS CITY LIMITS (Lat: 35.439183, Lng: -84.629200), Route carried "on" structure: City street 4534, Year Built: 1980, Status: Open, Structure Length: 4.43m (14.53ft), Average Daily Traffic: 4,220 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 6,752 (year 2032), Design Load: HS 20, Features Intersected: SOUTHERN RAILROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.968, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.8m (48.6ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.5m (37.7ft) 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: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.43m (14.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, Bridge Improvement Cost: $368,000, Roadway Improvement Cost: $37,000, Total Project Cost: $553,000 ( Estimate for 2012), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 54M36740001, Location: IN ATHENS CITY LIMITS (Lat: 35.462783, Lng: -84.569417), Route carried "on" structure: City street 3674, Year Built: 1970, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 1,720 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 2,752 (year 2032), Design Load: HS 20, Features Intersected: OOSTANAULA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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, Inspection Date: October 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 54M36760001, Location: IN ATHENS CITY LIMITS (Lat: 35.443133, Lng: -84.584650), Route carried "on" structure: City street 3676, Year Built: 1984, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 390 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 624 (year 2032), Design Load: HS 20, Features Intersected: OOSTANAULA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.740, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 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: Satisfactory, 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 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: September 11 Find on map >> Show street view
Structure Number: 54M36760003, Location: IN ATHENS CITY LIMITS (Lat: 35.452433, Lng: -84.582050), Route carried "on" structure: City street 3676, Year Built: 1973, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 2,060 (year 2012), Truck Traffic: 4%, Average Future Daily Traffic: 3,296 (year 2032), Design Load: H 15, Features Intersected: OOSTANAULA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.430, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: September 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 54S43200001, Location: IN ATHENS CITY LIMITS (Lat: 35.446667, Lng: -84.585000), Route carried "on" structure: State highway 307, Year Built: 1986, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 5,870 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 8,624 (year 2032), Design Load: HS 20, Features Intersected: OOSTANAULA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 3, Owner: State 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: 3, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.4m (60.4ft) Condition: Channel: Good, Culverts: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $410,000, Roadway Improvement Cost: $42,000, Total Project Cost: $616,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 54SR0300011, Location: IN ATHENS CITY LIMITS (Lat: 35.460000, Lng: -84.641667), Route carried "on" structure: State highway 30, Year Built: 1974, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 19,160 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 29,504 (year 2032), Design Load: H 15, Features Intersected: NORTH MOUSE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.700, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >> Show street view
Structure Number: 54SR0300012, Location: IN ATHENS CITY LIMITS (Lat: 35.460000, Lng: -84.641667), Route carried "on" structure: State highway 30, Year Built: 1974, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 19,160 (year 2011), Truck Traffic: 11%, Average Future Daily Traffic: 29,504 (year 2032), Design Load: H 15, Features Intersected: NORTH MOUSE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.700, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.0 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 desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >> Show street view
Structure Number: 54SR0300013, Location: IN ATHENS CITY LIMITS (Lat: 35.448333, Lng: -84.598333), Route carried "on" structure: State highway 30, Year Built: 1936, Year Reconstructed: 1976, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 16,750 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 27,008 (year 2032), Design Load: H 15, Features Intersected: SOUTHERN RAILWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.045, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 27.1m (88.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.34m (17.52ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Bridge Improvement Cost: $3,138,000, Roadway Improvement Cost: $314,000, Total Project Cost: $4,708,000 ( Estimate for 2012), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >> Show street view
Structure Number: 54SR0300015, Location: N. JCT. SR 30 & SR 39 (Lat: 35.433333, Lng: -84.586667), Route carried "on" structure: State highway 30, Year Built: 1958, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 24,520 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 33,904 (year 2032), Design Load: H 15, Features Intersected: OOSTANAULA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.588, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 26.2m (86.0ft), Out-to-Out Width: 33.0m (108.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 54SR3050003, Location: .25 M. N. JCT SR 2B LEE H (Lat: 35.476667, Lng: -84.590000), Route carried "on" structure: State highway 305, Year Built: 1977, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 9,230 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 13,344 (year 2032), Design Load: HS 20, Features Intersected: SOUTHERN RAILWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.216, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 81.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 11, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >> Show street view
Structure Number: 54SR3050015, Location: IN ATHENS; 1 M N SR 30 (Lat: 35.456667, Lng: -84.581667), Route carried "on" structure: State highway 305, Year Built: 1930, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 6,980 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 10,688 (year 2032), Features Intersected: FORREST HILL BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.835, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 4.9m (16.1ft) Condition: Channel: Good, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Bridge Improvement Cost: $456,000, Roadway Improvement Cost: $46,000, Total Project Cost: $685,000 ( Estimate for 2012) Find on map >> Show street view
Structure Number: 54006350003, Location: IN ATHENS W SR 2 (Lat: 35.448333, Lng: -84.583333), Route carried "under" structure: City street 307, Year Built: 1980, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 5,870 (year 2011), Truck Traffic: 2%, Features Intersected: PEDESTRIAN WALKWAY, Facility Carried by Structure: PEDESTRIAN WALKWAY Minimum Vertical Clearance: 0.44m (1.44ft), Kilometerpoint: 0.917, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft) Find on map >> Show street view
Structure Number: 54SR3070001, Location: IN ATHENS (Lat: 35.448817, Lng: -84.583233), Route carried "under" structure: State highway 307, Year Built: 1995, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 5,870 (year 2011), Truck Traffic: 5%, Features Intersected: PEDESTRIAN WALKWAY, Facility Carried by Structure: PEDESTRIAN WALKWAY Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 0.933, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft)
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