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

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Structure Number: 580A4120001,  Location: 2 M NORTH OF CO. LINE (Lat: 35.016983,  Lng: -85.713050),  Route carried "on" structure: City street 412,  Year Built: 1965,  Status: Posted for load,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 180 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 288 (year 2028),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 5.3m (17.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 27.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.0 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $160,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $241,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 580A4430001,  Location: NEAR STATE LINE (Lat: 34.992733,  Lng: -85.726767),  Route carried "on" structure: City street 443,  Year Built: 1992,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 580 (year 2008),  Average Future Daily Traffic: 928 (year 2028),  Design Load: HS 20,  Features Intersected: POPLAR SPRINGS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.5m (37.7ft)

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,  Deck Geometry: Equal to 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: November 2006,  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: 580A4440001,  Location: NEAR STATE LINE (Lat: 34.992083,  Lng: -85.722317),  Route carried "on" structure: City street 444,  Year Built: 1940,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,690 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,704 (year 2028),  Design Load: HS 15,  Features Intersected: POPLAR SPRINGS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.41m (4.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $233,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $350,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 580A6260001,  Location: .5 M WEST OF SR 27 (Lat: 34.994033,  Lng: -85.000000),  Route carried "on" structure: City street 626,  Year Built: 1990,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 180 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 288 (year 2028),  Design Load: HS 20,  Features Intersected: POPLAR SPRING BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006

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Structure Number: 580Z0020001,  Location: SOUTH PITTSBURG (Lat: 35.009967,  Lng: -85.699650),  Route carried "on" structure: City street 740,  Year Built: 1995,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 150 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 240 (year 2028),  Design Load: HS 20,  Features Intersected: SMALL STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal 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: Excellent,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006

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Structure Number: 58SR0270001,  Location: IN SOUTH PITTSBURG (Lat: 35.000000,  Lng: -85.720000),  Route carried "on" structure: City street 1127,  Year Built: 1928,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 4,090 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,544 (year 2028),  Design Load: H 15,  Features Intersected: POPLAR SPRINGS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  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: 14.9m (48.9ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Channel: Satisfactory,  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: Equal to 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 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 58SR0270011,  Location: SOUTH PITTSBURG (Lat: 35.016483,  Lng: -85.698183),  Route carried "on" structure: State highway 156,  Year Built: 1995,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 3,930 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,288 (year 2028),  Design Load: HS 20,  Features Intersected: SR 27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.269,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 18.9m (62.0ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  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: 58SR0270013,  Location: SOUTH PITTSBURG (Lat: 35.018617,  Lng: -85.697633),  Route carried "on" structure: US 72,  Year Built: 1995,  Status: Open,  Structure Length: 10.73m (35.20ft),  Average Daily Traffic: 13,660 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 21,616 (year 2028),  Design Load: HS 20,  Features Intersected: NFA 1127 & SEQ VAL RR,  Facility Carried by Structure: FAP 27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.249,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.8m (87.9ft)

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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  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: 58SR0270015,  Location: SOUTH PITTSBURG (Lat: 34.992367,  Lng: -85.721450),  Route carried "on" structure: US 72,  Year Built: 1995,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 13,660 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 21,616 (year 2028),  Design Load: HS 20,  Features Intersected: POPLAR SPRINGS BRANCH,  Facility Carried by Structure: FAP 27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.465,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Skew: 11 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.7m (18.7ft)

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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006

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Structure Number: 58SR0270023,  Location: SOUTH PITTSBURG (Lat: 35.012017,  Lng: -85.704733),  Route carried "on" structure: US 72,  Year Built: 1995,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 13,660 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 21,616 (year 2028),  Design Load: HS 20,  Features Intersected: SMALL BRANCH,  Facility Carried by Structure: FAP 27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.993,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 12 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Very good,  Culverts: Excellent,  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: 0.71m (2.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $153,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $230,000 ( Estimate for 2008)

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Structure Number: 58SR0270025,  Location: SOUTH PITTSBURG (Lat: 35.010233,  Lng: -85.700550),  Route carried "on" structure: US 72,  Year Built: 1995,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 13,660 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 21,616 (year 2028),  Design Load: HS 20,  Features Intersected: SMALL BRANCH,  Facility Carried by Structure: FAP 27
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.267,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 10 degrees,  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: Excellent,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006

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Structure Number: 58SR0270011,  Location: SOUTH PITTSBURG (Lat: 35.016483,  Lng: -85.698183),  Route carried "under" structure: US 72,  Year Built: 1995,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 13,660 (year 2007),  Truck Traffic: 2%,  Features Intersected: SR 156,  Facility Carried by Structure: FAU 156
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 3.991,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

Structure Number: 58SR0270013,  Location: SOUTH PITTSBURG,  Route carried "under" structure: Ramp City street 1127,  Year Built: 1995,  Structure Length: 10.73m (35.20ft),  Average Daily Traffic: 4,090 (year 2007),  Truck Traffic: 2%,  Features Intersected: SR 27,  Facility Carried by Structure: FAP 27
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 2.816,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 58SR0270019,  Location: NEAR SOUTH PITTSBURG TENN (Lat: 35.005500,  Lng: -85.709050),  Route carried "under" structure: City street 1127,  Year Built: 1968,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 4,090 (year 2007),  Truck Traffic: 2%,  Features Intersected: PEDESTRIAN WALKWAY,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 2.591,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)