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Bridge Statistics for Union City, Tennessee (TN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Union City, TN, Tennessee, Tennessee forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 18 Total length: 52 meters (171ft) Total costs: $2,286,000 Total average daily traffic: 132,680 Total average daily truck traffic: 13,187 National Bridge Inventory (NBI) Registered Bridges for Union City
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 66015330001, Location: IN UNION CITY (Lat: 36.427694, Lng: -89.015444), Route carried "on" structure: City street 1533, Year Built: 1992, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 890 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 1,424 (year 2028), Design Load: HS 20, Features Intersected: NAPIER BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 10.2m (33.5ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Channel: 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 660A2830001, Location: IN UNION CITY (Lat: 36.428083, Lng: -89.025722), Route carried "on" structure: City street 283, Year Built: 1984, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 90 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 144 (year 2028), Design Load: HS 20, Features Intersected: PURSLEY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, 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: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.8m (25.6ft) 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 660A2830003, Location: 1.9 MI SE JCT SR3&SR21 (Lat: 36.428133, Lng: -89.022767), Route carried "on" structure: City street 283, Year Built: 2008, Status: Temporarily open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 90 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 144 (year 2028), Design Load: HS 20, Features Intersected: BRANCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 1.0m (3.3ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.26m (4.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $138,000, Roadway Improvement Cost: $14,000, Total Project Cost: $208,000 ( Estimate for 2008) Find on map >>
Structure Number: 660A3780001, Location: IN UNION CITY (Lat: 36.433194, Lng: -89.061639), Route carried "on" structure: City street 378, Year Built: 1970, Status: Closed, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,040 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 1,664 (year 2028), Design Load: H 15, Features Intersected: FIRST CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Critical, Channel: Good, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $24,000, Total Project Cost: $346,000 ( Estimate for 2008), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 66M29580001, Location: IN UNION CITY (Lat: 36.435556, Lng: -89.059750), Route carried "on" structure: City street 2958, Year Built: 2000, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 740 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 1,184 (year 2028), Design Load: HS 20, Features Intersected: FIRST CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.2m (36.7ft) 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: 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: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 66M29780001, Location: IN UNION CITY (Lat: 36.423500, Lng: -89.026722), Route carried "on" structure: City street 2978, Year Built: 2000, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 2,920 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 4,672 (year 2028), Design Load: HS 20, Features Intersected: GROVE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.416, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 14.2m (46.6ft) 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: 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: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 66M29780003, Location: IN UNION CITY (Lat: 36.423417, Lng: -89.025500), Route carried "on" structure: City street 2978, Year Built: 1960, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 2,920 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 4,672 (year 2028), Design Load: HS 20, Features Intersected: NAPIER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, 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: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 66SR0030017, Location: 2 MILES S.OF UNION CITY (Lat: 36.421333, Lng: -89.067972), Route carried "on" structure: US 51, Year Built: 1970, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 15,670 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 25,072 (year 2028), Design Load: HS 20, Features Intersected: HOOSIER BRANCH, Facility Carried by Structure: FAP 3 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.033, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.9m (42.3ft), Skew: 24 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 66SR0030018, Location: 2 MILES S.OF UNION CITY (Lat: 36.421667, Lng: -89.068333), Route carried "on" structure: US 51, Year Built: 1971, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 15,670 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 25,072 (year 2028), Design Load: HS 20, Features Intersected: HOOSIER BRANCH, Facility Carried by Structure: FAP 3 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.033, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.7m (41.7ft), Skew: 24 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 66SR0030019, Location: NEAR UNION CITY (Lat: 36.448028, Lng: -89.055194), Route carried "on" structure: US 51, Year Built: 1970, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 10,790 (year 2007), Truck Traffic: 21%, Average Future Daily Traffic: 17,264 (year 2028), Design Load: HS 20, Features Intersected: IC RAILROAD, Facility Carried by Structure: FAP 3 299506S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.799, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), 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: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 66SR003002, Location: NEAR UNION CITY (Lat: 36.448333, Lng: -89.055194), Route carried "on" structure: US 51, Year Built: 1970, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 10,790 (year 2007), Truck Traffic: 21%, Average Future Daily Traffic: 17,264 (year 2028), Design Load: HS 20, Features Intersected: IC RAILROAD, Facility Carried by Structure: FAP 3 299506S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.799, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.9m (42.3ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.3m (92.8ft), 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: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 66SR0034001, Location: .1 MI FM SR3 (Lat: 36.415556, Lng: -89.066194), Route carried "on" structure: State highway 431, Year Built: 1968, Year Reconstructed: 2002, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 24,520 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 39,232 (year 2028), Design Load: HS 20, Features Intersected: HOOSIER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.265, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 23.9m (78.4ft), Out-to-Out Width: 24.4m (80.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 66SR0050019, Location: WEST BOUNDRY,UNION CITY (Lat: 36.426778, Lng: -89.064333), Route carried "on" structure: State highway 5, Year Built: 1983, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 5,320 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 8,512 (year 2028), Design Load: HS 20, Features Intersected: FIRST CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.021, 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: 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007 Find on map >>
Structure Number: 66SR0050021, Location: .04 MI.WEST OF UNION CITY (Lat: 36.427222, Lng: -89.068528), Route carried "on" structure: State highway 5, Year Built: 1985, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 7,410 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 11,856 (year 2028), Design Load: HS 20, Features Intersected: NORTH FORK HOOSIER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.359, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), 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) 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007 Find on map >>
Structure Number: 66SR0050023, Location: 1.3 MI.NW.OF UNION CITY (Lat: 36.434861, Lng: -89.087000), Route carried "on" structure: State highway 5, Year Built: 1973, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 3,530 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 5,648 (year 2028), Design Load: H 10, Features Intersected: NORTH FORK HOOSIER CR. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.322, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 36.0 metric tons, Inventory Rating: 22.5 metric tons, 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 minimum criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $445,000, Roadway Improvement Cost: $45,000, Total Project Cost: $668,000 ( Estimate for 2008), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 66SR0220005, Location: IN UNION CITY (Lat: 36.412500, Lng: -89.030000), Route carried "on" structure: State highway 431, Year Built: 1928, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 17,490 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 27,984 (year 2028), Design Load: H 15, Features Intersected: GROVE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.982, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), 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: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.3m (76.4ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.7 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $709,000, Roadway Improvement Cost: $71,000, Total Project Cost: $1,064,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 66SR0220045, Location: IN UNION CITY (Lat: 36.420000, Lng: -88.001975), Route carried "on" structure: City street 855, Year Built: 2000, Status: Open, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 9,060 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 14,496 (year 2028), Design Load: HS 20, Features Intersected: TYSON RD/SR 22 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.9m (121.1ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.2m (53.1ft) 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, 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: 66SR0220045, Location: IN UNION CITY (Lat: 36.420000, Lng: -89.001975), Route carried "under" structure: State highway 22, Year Built: 2000, Structure Length: 7.41m (24.31ft), Average Daily Traffic: 3,740 (year 2007), Truck Traffic: 7%, Features Intersected: TYSON RD / SR 22, Facility Carried by Structure: NFA A855 Minimum Vertical Clearance: 0.51m (1.67ft), Kilometerpoint: 5.858, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.9m (121.1ft) Discuss this city on our hugely popular Tennessee forum Back to: Union City, TN, Tennessee, All US cities.
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