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

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Structure Number: 5023970001,  Location: 2.5 M. N. ALCOA. (Lat: 35.838167,  Lng: -83.984033),  Route carried "on" structure: City street 2397,  Year Built: 1993,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 1,850 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,960 (year 2028),  Design Load: HS 20,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 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: 18.0m (59.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 37.8 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: Equal to present desirable criteria,  Deck Geometry: Better than 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: January 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: 5038190001,  Location: IN CITY OF ALCOA (Lat: 35.792233,  Lng: -83.970717),  Route carried "on" structure: City street 3819,  Year Built: 2003,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 5,020 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,032 (year 2028),  Design Load: HS 20,  Features Intersected: PISTOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.881,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Very good,  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: Meets minimum limits,  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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5038200001,  Location: IN CITY OF ALCOA (Lat: 35.768000,  Lng: -83.981917),  Route carried "on" structure: City street 3820,  Year Built: 1978,  Status: Open,  Structure Length: 3.49m (11.45ft),  Average Daily Traffic: 13,770 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,032 (year 2028),  Design Load: HS 20,  Features Intersected: PISTOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.623,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.7m (38.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5038220001,  Location: IN ALCOA (Lat: 35.789433,  Lng: -83.960500),  Route carried "on" structure: City street 3813,  Year Built: 1935,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 2,800 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,480 (year 2028),  Design Load: H 15,  Features Intersected: SPRINGFIELD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  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: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Good,  Culverts: Good,  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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.32m (4.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Bridge Improvement Cost: $217,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $326,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50A3000001,  Location: 8.5 M. NE. MARYVILLE. (Lat: 35.813817,  Lng: -83.943483),  Route carried "on" structure: City street 300,  Year Built: 1960,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 130 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 208 (year 2028),  Design Load: H 10,  Features Intersected: PISTOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $245,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $368,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50B0040001,  Location: 1 M.E. SR129 IN ALCOA. (Lat: 35.789633,  Lng: -83.974300),  Route carried "on" structure: City street 5378,  Year Built: 2005,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 1,090 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,744 (year 2028),  Design Load: HS 20,  Features Intersected: PISTOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very 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: 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: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5I01400025,  Location: 3.1 MI N JCT SR115&SR335 (Lat: 35.835617,  Lng: -83.970967),  Route carried "on" structure: US 129,  Year Built: 1991,  Status: Open,  Structure Length: 8.58m (28.15ft),  Average Daily Traffic: 44,000 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 72,064 (year 2028),  Design Load: HS 20,  Features Intersected: I140,  Facility Carried by Structure: FAP 115
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.421,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 5SR1150,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.9m (140.7ft),  Curb-To-Curb Width: 31.2m (102.4ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 5S24360001,  Location: 2 M. NW. MARYVILLE. (Lat: 35.768817,  Lng: -84.001017),  Route carried "on" structure: City street 1244,  Year Built: 1950,  Status: Open,  Structure Length: 2.24m (7.35ft),  Average Daily Traffic: 1,770 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,832 (year 2028),  Design Load: H 15,  Features Intersected: LAUREY BANK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.786,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.2m (17.1ft)

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: March 2008

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Structure Number: 5S25500003,  Location: 2.4 M SE OF MARYVILLE (Lat: 35.769800,  Lng: -83.983183),  Route carried "on" structure: City street 3818,  Year Built: 1959,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 18,120 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 28,992 (year 2027),  Design Load: HS 20,  Features Intersected: PISTOL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.835,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 8.7m (28.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 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 desirable criteria,  Length Of Structure Improvement: 3.47m (11.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Bridge Improvement Cost: $137,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $206,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5S25500005,  Location: 1.6 M NE OF ALCOA (Lat: 35.778050,  Lng: -83.995967),  Route carried "on" structure: City street 4443,  Year Built: 1960,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 9,900 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,840 (year 2028),  Design Load: H 15,  Features Intersected: CULTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.982,  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: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

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,  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: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5S25500007,  Location: 2.4 M E OF ALCOA (Lat: 35.793083,  Lng: -84.013083),  Route carried "on" structure: State highway 334,  Year Built: 1959,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 8,320 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,312 (year 2028),  Design Load: HS 20,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 43.2 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $210,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $316,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5SR0350001,  Location: 6.0 M SW OF CURIE ST (Lat: 35.788533,  Lng: -83.991800),  Route carried "on" structure: US 129,  Year Built: 1959,  Status: Open,  Structure Length: 6.60m (21.65ft),  Average Daily Traffic: 19,810 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,696 (year 2028),  Design Load: HS 20,  Features Intersected: SR 115 (US 129 NB),  Facility Carried by Structure: FAP 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  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

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Structure Number: 5SR0350003,  Location: IN ALCOA CITY LIMITS (Lat: 35.781833,  Lng: -83.984450),  Route carried "on" structure: US 129,  Year Built: 1958,  Status: Open,  Structure Length: 5.65m (18.54ft),  Average Daily Traffic: 19,810 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,696 (year 2028),  Design Load: HS 20,  Features Intersected: PISTOL CREEK,  Facility Carried by Structure: FAP 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.255,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 8.1m (26.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.65m (18.54ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $271,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $407,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5SR0350004,  Location: IN ALCOA CITY LIMITS (Lat: 35.781967,  Lng: -83.984317),  Route carried "on" structure: US 129,  Year Built: 1924,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 5.65m (18.54ft),  Average Daily Traffic: 19,810 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,696 (year 2028),  Design Load: HS 20,  Features Intersected: PISTOL CREEK,  Facility Carried by Structure: FAP 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.255,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 8.1m (26.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.69m (21.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $1,152,000,  Roadway Improvement Cost: $116,000,  Total Project Cost: $1,729,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5SR1150007,  Location: 1.8 MI N OF ALCOA (Lat: 35.779567,  Lng: -83.989933),  Route carried "on" structure: US 129,  Year Built: 1959,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 37,410 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 59,856 (year 2028),  Design Load: HS 20,  Features Intersected: CULTON CREEK,  Facility Carried by Structure: FAP 115
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.758,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 5SR1150,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 20.8m (68.2ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.5m (11.5ft)

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 desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $244,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $367,000 ( Estimate for 2008)

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Structure Number: 5SR1620009,  Location: 1.5 MI JCT SR115&I140 (Lat: 35.827850,  Lng: -83.961017),  Route carried "on" structure: Ramp State highway 162,  Year Built: 1996,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 11,630 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,608 (year 2028),  Design Load: HS 20,  Features Intersected: RUSSELL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.304,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007

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Structure Number: 5SR1620011,  Location: 1.7 MI JCT SR115&I0140 (Lat: 35.826850,  Lng: -83.958600),  Route carried "on" structure: State highway 162,  Year Built: 2002,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 9,180 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,688 (year 2028),  Design Load: HS 20,  Features Intersected: CUSICK RD(4177) / SR162
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.529,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 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: 25.8m (84.6ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5SR1620012,  Location: 1.7 MI JCT SR115&I0140 (Lat: 35.826983,  Lng: -83.958267),  Route carried "on" structure: State highway 162,  Year Built: 2002,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 9,180 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,688 (year 2028),  Design Load: HS 20,  Features Intersected: CUSICK RD(4177) / SR162
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.529,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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 desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5SR1620023,  Location: 1.51 MI JCT SR115&I140 (Lat: 35.828067,  Lng: -83.960083),  Route carried "on" structure: State highway 162,  Year Built: 2002,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 100 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 160 (year 2028),  Design Load: HS 20,  Features Intersected: RUSSELL BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.255,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.8m (12.5ft)

Condition: Channel: Very 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007

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Structure Number: 5038190003,  Location: IN ALCOA (Lat: 35.775233,  Lng: -83.966667),  Route carried "under" structure: City street 3819,  Year Built: 1940,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 2,590 (year 2007),  Truck Traffic: 2%,  Features Intersected: PRIVATE RD,  Facility Carried by Structure: PRIVATE RD
Minimum Vertical Clearance: 7.07m (23.20ft),  Kilometerpoint: 0.547,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 11.4m (37.4ft)

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Structure Number: 5038200003,  Location: IN ALCOA-N OF SR115 (Lat: 35.786517,  Lng: -83.976083),  Route carried "under" structure: City street 3820,  Year Built: 1940,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 5,110 (year 2007),  Truck Traffic: 2%,  Features Intersected: ALCOA TERM RR,  Facility Carried by Structure: ALCOA TERM RR
Minimum Vertical Clearance: 3.18m (10.43ft),  Kilometerpoint: 0.402,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 7.7m (25.3ft)

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Structure Number: 5I01400025,  Location: 3.1 MI N JCT SR115&SR335 (Lat: 35.835983,  Lng: -83.971200),  Route carried "under" structure: Interstate 140,  Year Built: 1991,  Structure Length: 8.58m (28.15ft),  Average Daily Traffic: 35,960 (year 2007),  Truck Traffic: 2%,  Features Intersected: SR 115,  Facility Carried by Structure: FAP 115
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 3.605,  Lanes on structure: 6,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.9m (140.7ft)

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Structure Number: 5SR0350001,  Location: IN ALCOA (Lat: 35.788517,  Lng: -83.991767),  Route carried "under" structure: US 129,  Year Built: 1959,  Structure Length: 6.60m (21.65ft),  Average Daily Traffic: 37,410 (year 2007),  Truck Traffic: 2%,  Features Intersected: SR 35,  Facility Carried by Structure: FAP 35
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 22.756,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 5SR1150005,  Location: UNDER SR 115 NI MARYVILLE (Lat: 35.764967,  Lng: -83.986700),  Route carried "under" structure: City street 3820,  Year Built: 1959,  Structure Length: 4.73m (15.52ft),  Average Daily Traffic: 13,770 (year 2007),  Truck Traffic: 2%,  Features Intersected: SR 115 RT LN,  Facility Carried by Structure: FAP 115
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 3.187,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.0m (62.3ft)

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Structure Number: 5SR1150006,  Location: BESSEMER ST IN MARYVILLE (Lat: 35.764817,  Lng: -83.986950),  Route carried "under" structure: City street 1244,  Year Built: 1959,  Structure Length: 4.98m (16.34ft),  Average Daily Traffic: 1,770 (year 2007),  Truck Traffic: 2%,  Features Intersected: SR 115 LF LN,  Facility Carried by Structure: FAP 115
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.9m (68.6ft)

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Structure Number: 5SR1150009,  Location: NEAR MARYVILLE TENN. (Lat: 35.800200,  Lng: -83.989350),  Route carried "under" structure: US 129,  Year Built: 1939,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 53,510 (year 2007),  Truck Traffic: 2%,  Features Intersected: SR 335,  Facility Carried by Structure: FAU 335
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 24.172,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 8.5m (27.9ft)

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Structure Number: 5SR1620011,  Location: 1.7 MI JCT SR115&I0140 (Lat: 35.826750,  Lng: -83.958417),  Route carried "under" structure: City street 4177,  Year Built: 2002,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 4,040 (year 2007),  Truck Traffic: 2%,  Features Intersected: SR162 - PELLISSIPPI PKWY,  Facility Carried by Structure: FAP 162
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 0.028,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.8m (84.6ft)