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Bridge Statistics for Waverly, Tennessee (TN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Waverly, TN, Tennessee, Tennessee forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 14 Total length: 108 meters (354ft) Total costs: $7,691,000 Total average daily traffic: 44,090 Total average daily truck traffic: 4,003 National Bridge Inventory (NBI) Registered Bridges for Waverly
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 430A0930001, Location: ON RICHLAND RD. (Lat: 36.094167, Lng: -87.790567), Route carried "on" structure: City street 93, Year Built: 1973, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 530 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 848 (year 2028), Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 18.5m (60.7ft) Condition: Channel: Fair, Culverts: Good, 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: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, 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: 430A4520001, Location: IN WAVERLY (Lat: 36.084333, Lng: -87.788983), Route carried "on" structure: Spur State highway 13, Year Built: 1988, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 4,240 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 7,488 (year 2028), Design Load: HS 20, Features Intersected: TRACE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 72.0 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 desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 430A4690001, Location: ON RAILROAD ST-WAVERLY (Lat: 36.085350, Lng: -87.782233), Route carried "on" structure: City street 469, Year Built: 1979, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 240 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 384 (year 2028), Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.915, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006 Find on map >>
Structure Number: 430A5010001, Location: SIMPSON ST-IN WAVERLY (Lat: 36.082783, Lng: -87.784617), Route carried "on" structure: City street 501, Year Built: 1982, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 630 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 1,008 (year 2028), Design Load: HS 20, Features Intersected: TRACE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 430A5040001, Location: WILLOW ST IN WAVERLY (Lat: 36.086300, Lng: -87.791367), Route carried "on" structure: City street 504, Year Built: 1979, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,210 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 1,936 (year 2028), Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Channel: Satisfactory, 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 430A6000001, Location: .1 MI N JCT SR1 (Lat: 36.085717, Lng: -87.793267), Route carried "on" structure: City street 298, Year Built: 1978, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,180 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 1,888 (year 2028), Design Load: HS 20, Features Intersected: TRACE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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: Equal to 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: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $178,000, Roadway Improvement Cost: $18,000, Total Project Cost: $268,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 43S62210001, Location: 0.5 M.E.SR13-IN WAVERLY (Lat: 36.086150, Lng: -87.800967), Route carried "on" structure: City street 910, Year Built: 1960, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 5,400 (year 2007), Truck Traffic: 18%, Average Future Daily Traffic: 8,640 (year 2028), Design Load: HS 20, Features Intersected: TRACE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.826, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Channel: Fair, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.93m (9.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $20,000, Total Project Cost: $293,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 43SR0010013, Location: IN WAVERLY (Lat: 36.082633, Lng: -87.775283), Route carried "on" structure: County highway 452, Year Built: 1925, Year Reconstructed: 1952, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 2,150 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 3,440 (year 2028), Design Load: H 15, Features Intersected: TRACE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.945, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $767,000, Roadway Improvement Cost: $77,000, Total Project Cost: $1,151,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 43SR0010027, Location: 1 M W OF WAVERLY (Lat: 36.079783, Lng: -87.835317), Route carried "on" structure: US 70, Year Built: 1988, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 8,420 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 13,472 (year 2028), Design Load: HS 20, Features Intersected: TRACE CREEK, Facility Carried by Structure: FAP 1 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.882, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 23 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 36.6m (120.1ft), Out-to-Out Width: 37.3m (122.4ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 43SR0010029, Location: IN WAVERLY, TN (Lat: 36.084850, Lng: -87.782350), Route carried "on" structure: State highway 1, Year Built: 1989, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 7,380 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 11,664 (year 2028), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.887, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Very good, Culverts: 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $132,000, Roadway Improvement Cost: $14,000, Total Project Cost: $199,000 ( Estimate for 2008) Find on map >>
Structure Number: 43SR0130025, Location: IN WAVERLY (Lat: 36.085733, Lng: -87.793367), Route carried "on" structure: State highway 13, Year Built: 1963, Status: Open, Structure Length: 19.72m (64.70ft), Average Daily Traffic: 3,630 (year 2007), Truck Traffic: 13%, Average Future Daily Traffic: 5,776 (year 2028), Design Load: H 15, Features Intersected: SR13/TRACE CR-A469A504-R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.141, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 17, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 20.27m (66.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $3,853,000, Roadway Improvement Cost: $386,000, Total Project Cost: $5,780,000 ( Estimate for 2008), 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: 43SR0130025, Location: 1 M N SR1 IN WAVERLY (Lat: 36.085733, Lng: -87.793367), Route carried "under" structure: City street 469, Year Built: 1936, Structure Length: 19.72m (64.70ft), Average Daily Traffic: 740 (year 2008), Truck Traffic: 2%, Features Intersected: SR13/TRACE CR-A469A504-R, Facility Carried by Structure: FAP 13 Minimum Vertical Clearance: 0.77m (2.53ft), Kilometerpoint: 0.917, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 16.8m (55.1ft) Find on map >>
Structure Number: 43SR0130025, Location: IN WAVERLY TN (Lat: 36.085733, Lng: -87.793367), Route carried "under" structure: US 70, Year Built: 1936, Structure Length: 19.72m (64.70ft), Average Daily Traffic: 7,220 (year 2007), Truck Traffic: 2%, Features Intersected: SR13/TRACE CR-A469A504-R, Facility Carried by Structure: FAP 13 Minimum Vertical Clearance: 5.62m (18.44ft), Kilometerpoint: 38.592, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 16.8m (55.1ft) Find on map >>
Structure Number: 43SR0130025, Location: IN WAVERLY (Lat: 36.085733, Lng: -87.793367), Route carried "under" structure: City street 504, Year Built: 1936, Structure Length: 19.72m (64.70ft), Average Daily Traffic: 1,120 (year 2008), Truck Traffic: 2%, Features Intersected: SR13/TRACE CR-A469A504-R, Facility Carried by Structure: FAP 13 Minimum Vertical Clearance: 4.48m (14.70ft), Kilometerpoint: 0.821, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 12.5m (41.0ft) Discuss this city on our hugely popular Tennessee forum Back to: Waverly, TN, Tennessee, All US cities.
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