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

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Structure Number: 370A9220001,  Location: IN ROGERSVILLE (Lat: 36.400417,  Lng: -83.011067),  Route carried "on" structure: City street 922,  Year Built: 1940,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,760 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,416 (year 2028),  Features Intersected: CROCKETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.435,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 36.9 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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $219,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $329,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 370A9430001,  Location: S OF MAIN ST IN ROGERSVIL (Lat: 36.405133,  Lng: -83.005833),  Route carried "on" structure: City street 943,  Year Built: 1995,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,130 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,408 (year 2028),  Design Load: HS 20,  Features Intersected: CROCKETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.6m (47.9ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 370B0260001,  Location: IN ROGERSVILLE (Lat: 36.390167,  Lng: -83.030200),  Route carried "on" structure: City street 26,  Year Built: 1960,  Status: Posted for load,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 300 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 480 (year 2028),  Features Intersected: CROCKETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  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: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $165,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $248,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 37SR0010027,  Location: 1.2 M SE OF CHURCH HILL (Lat: 36.519200,  Lng: -82.745450),  Route carried "on" structure: US 11,  Year Built: 1968,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 17,670 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,272 (year 2028),  Design Load: HS 20,  Features Intersected: HORD CREEK,  Facility Carried by Structure: FAP 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.479,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 26 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Poor,  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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2006,  Other Special Inspection Date: June 2007,  Bridge Improvement Cost: $418,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $628,000 ( Estimate for 2008)

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Structure Number: 37SR0010039,  Location: NEAR ROGERSVILLE (Lat: 36.426300,  Lng: -83.983733),  Route carried "on" structure: US 114,  Year Built: 1974,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 14,400 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 22,000 (year 2028),  Design Load: HS 20,  Features Intersected: SR 70,  Facility Carried by Structure: FAP 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.226,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 58.5 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: 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: 37SR001004,  Location: NEAR ROGERSVILLE (Lat: 36.426517,  Lng: -83.983800),  Route carried "on" structure: US 11,  Year Built: 1966,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 14,400 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 22,000 (year 2028),  Design Load: HS 20,  Features Intersected: SR 70,  Facility Carried by Structure: FAP 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.226,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: 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: 37SR0660007,  Location: .5 N W OF ROGERSVILLE (Lat: 36.397017,  Lng: -83.014433),  Route carried "on" structure: State highway 66,  Year Built: 1968,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 12,900 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 21,424 (year 2028),  Design Load: HS 20,  Features Intersected: CROCKETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.377,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006

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Structure Number: 37SR0660027,  Location: 2.0 M SE OF ROGERSVILLE (Lat: 36.399683,  Lng: -83.020400),  Route carried "on" structure: State highway 66,  Year Built: 1968,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 1,620 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,672 (year 2028),  Design Load: HS 20,  Features Intersected: NFA 1449
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.004,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed 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: 9.3m (30.5ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 67.5 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,  Underclear: Superior to present desirable criteria,  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: 37SR0010009,  Location: IN ROGERSVILLE (Lat: 36.400950,  Lng: -83.021917),  Route carried "under" structure: US 11,  Year Built: 1994,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 13,520 (year 2007),  Truck Traffic: 2%,  Features Intersected: SR 66,  Facility Carried by Structure: FAP 66
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 24.752,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 37SR001004,  Location: IN ROGERSVILLE (Lat: 36.426517,  Lng: -83.983800),  Route carried "under" structure: State highway 70,  Year Built: 1966,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 5,710 (year 2007),  Truck Traffic: 5%,  Features Intersected: SR 70,  Facility Carried by Structure: FAP 1
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 11.748,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 37SR0660027,  Location: IN ROGERSVILLE (Lat: 36.399683,  Lng: -83.020400),  Route carried "under" structure: US 11,  Year Built: 1968,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 10,990 (year 2007),  Truck Traffic: 2%,  Features Intersected: SR 66,  Facility Carried by Structure: FAP 66
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)