Bridge Statistics for Kingston, Tennessee (TN) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 730A2670001,  Location: 1 M SE OF US70 AT KINGSTO (Lat: 35.849233,  Lng: -84.492967),  Route carried "on" structure: City street 402,  Year Built: 1940,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 970 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,552 (year 2028),  Features Intersected: SMITH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.317,  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: 3.0m (9.8ft)

Condition: Channel: Good,  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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007

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Structure Number: 73I00400015,  Location: 3.9 M NW JCT I40&SR326 (Lat: 35.880000,  Lng: -84.508333),  Route carried "on" structure: Interstate 40,  Year Built: 1969,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 46,470 (year 2007),  Truck Traffic: 21%,  Average Future Daily Traffic: 67,504 (year 2028),  Design Load: HS 20,  Features Intersected: SR 58
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.859,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 14.2m (46.6ft)

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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 73I00400016,  Location: 3.9 M NW JCT I40&SR326 (Lat: 35.880000,  Lng: -84.508333),  Route carried "on" structure: Interstate 40,  Year Built: 1969,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 46,470 (year 2007),  Truck Traffic: 21%,  Average Future Daily Traffic: 67,504 (year 2028),  Design Load: HS 20,  Features Intersected: SR 58
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.859,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 14.2m (46.6ft)

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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 73SR0010007,  Location: 10 MI.W.OF KINGSTON (Lat: 35.888650,  Lng: -84.527767),  Route carried "on" structure: US 70,  Year Built: 2006,  Status: Open,  Structure Length: 38.43m (126.08ft),  Average Daily Traffic: 12,730 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,368 (year 2028),  Design Load: HS 20,  Features Intersected: CLINCH RIVER,  Facility Carried by Structure: FAS 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.979,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Navigation Control: Yes ( Vertical Clearance: 15.5m (50.9ft), Horizontal Clearance: 87.8m (288.1ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 91.4m (299.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2007,  Underwater Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 73SR0580003,  Location: OAK RIDGE CITY LIMITS (Lat: 35.909433,  Lng: -84.398000),  Route carried "on" structure: State highway 58,  Year Built: 1962,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 19.97m (65.52ft),  Average Daily Traffic: 11,380 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,208 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: CLINCH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.260,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.8m (84.6ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 10.9m (35.8ft), Horizontal Clearance: 81.0m (265.7ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 83.2m (273.0ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.97m (65.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 73023700003,  Location: W OFF US27-S AT EMORY RIV (Lat: 35.929200,  Lng: -84.556950),  Route carried "under" structure: City street 627,  Year Built: 1910,  Structure Length: 30.48m (100.00ft),  Average Daily Traffic: 1,050 (year 2007),  Truck Traffic: 2%,  Features Intersected: SOUTHERN RAILWAY,  Facility Carried by Structure: SOU RWY 846742G
Minimum Vertical Clearance: 7.59m (24.90ft),  Kilometerpoint: 18.282,  Lanes under structure: 2,  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 7.0m (23.0ft)

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Structure Number: 73I00400016,  Location: NEAR KINGSTON TENN. (Lat: 35.881067,  Lng: -84.508300),  Route carried "under" structure: State highway 2374,  Year Built: 1957,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 2,710 (year 2007),  Truck Traffic: 5%,  Features Intersected: I40,  Facility Carried by Structure: I40 LF LN
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 73I00400023,  Location: NEAR KINGSTON TENN. (Lat: 35.871350,  Lng: -84.443667),  Route carried "under" structure: State highway 326,  Year Built: 1957,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 4,570 (year 2007),  Truck Traffic: 5%,  Features Intersected: I40 / SR 58,  Facility Carried by Structure: I40 RT LN
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 2.108,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 13.1m (43.0ft)

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Structure Number: 73I00400024,  Location: NEAR KINGSTON TENN. (Lat: 35.871583,  Lng: -84.443433),  Route carried "under" structure: State highway 58,  Year Built: 1957,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 11,380 (year 2007),  Truck Traffic: 5%,  Features Intersected: I40/SR 58,  Facility Carried by Structure: I40 LF LN
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 22.225,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 13.1m (43.0ft)

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Structure Number: 73SR0580005,  Location: NORTH OF CLINCH RI. (Lat: 35.913933,  Lng: -84.397317),  Route carried "under" structure: City street 398,  Year Built: 1961,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 800 (year 2008),  Truck Traffic: 2%,  Features Intersected: SR 58 / E398,  Facility Carried by Structure: FAP 58
Minimum Vertical Clearance: 6.73m (22.08ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.2m (53.1ft)