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

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Structure Number: 50031680001,  Location: IN LAWRENCEBURG (Lat: 35.235917,  Lng: -87.336917),  Route carried "on" structure: City street 42,  Year Built: 1985,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 1,630 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,608 (year 2028),  Features Intersected: SHOAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 500A6450001,  Location: 0.5M.N.SR15IN LAWRENCEBER (Lat: 35.243700,  Lng: -87.356317),  Route carried "on" structure: City street 645,  Year Built: 1930,  Year Reconstructed: 1940,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 90 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 144 (year 2028),  Design Load: H 15,  Features Intersected: CROWSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.435,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  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: 5.4m (17.7ft),  Out-to-Out Width: 6.2m (20.3ft)

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 corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.31m (7.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $239,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $359,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 500A6450003,  Location: .2 M. S. SR15@ LAWRENCEBE (Lat: 35.241867,  Lng: -87.353417),  Route carried "on" structure: City street 645,  Year Built: 1933,  Status: Posted for load,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 80 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 128 (year 2028),  Design Load: H 10,  Features Intersected: SHOAL CREEK
Minimum Vertical Clearance: 3.69m (12.11ft),  Kilometerpoint: 0.708,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 3,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 26.1 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 replacement,  Waterway Adequacy: Equal to present desirable 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: 7.20m (23.62ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Critical Feature Inspection Date: July 2007,  Bridge Improvement Cost: $852,000,  Roadway Improvement Cost: $86,000,  Total Project Cost: $1,279,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 500A6450005,  Location: .2 M. N. SR15LAWRENCEBERG (Lat: 35.243550,  Lng: -87.346500),  Route carried "on" structure: City street 645,  Year Built: 1930,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 10 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 16 (year 2028),  Design Load: H 15,  Features Intersected: SHOAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.561,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  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 corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.27m (14.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $436,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $655,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 500A6470001,  Location: 1 M.W.SR6 @ LAWRENCEBERG. (Lat: 35.218567,  Lng: -87.341767),  Route carried "on" structure: City street 647,  Year Built: 1950,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 930 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,488 (year 2028),  Design Load: H 20,  Features Intersected: COON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.772,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: 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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $225,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $338,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50M31680003,  Location: IN LAWRENCEBURG,TENNESSEE (Lat: 35.225017,  Lng: -87.339383),  Route carried "on" structure: City street 42,  Year Built: 2003,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 750 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,200 (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: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to 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: 50M31690001,  Location: FALL RIVER RD LAWRENCEBUR (Lat: 35.234900,  Lng: -87.326967),  Route carried "on" structure: City street 932,  Year Built: 1983,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 2,440 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,904 (year 2028),  Design Load: HS 20,  Features Intersected: SHOAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.692,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 12.8m (42.0ft)

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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50SR0060005,  Location: IN LAWRENCEBURG (Lat: 35.231667,  Lng: -87.333333),  Route carried "on" structure: US 43,  Year Built: 1935,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 13,560 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,584 (year 2028),  Design Load: HS 20,  Features Intersected: SHOAL CREEK,  Facility Carried by Structure: FAP 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.235,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 23.3m (76.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 53.1 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: 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,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 50SR0150001,  Location: IN LAWRENCEBURG (Lat: 35.241667,  Lng: -87.358333),  Route carried "on" structure: US 64,  Year Built: 1955,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 12,970 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,144 (year 2028),  Design Load: HS 20,  Features Intersected: CROWSON CREEK,  Facility Carried by Structure: FAP 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.384,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.34m (17.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $875,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $1,313,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50SR0150003,  Location: IN LAWRENCEBURG (Lat: 35.241667,  Lng: -87.353333),  Route carried "on" structure: US 64,  Year Built: 1955,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 12,970 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,144 (year 2028),  Design Load: HS 20,  Features Intersected: SHOAL CREEK,  Facility Carried by Structure: FAP 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.786,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.67m (18.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $289,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $434,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 50SR0150005,  Location: IN LAWRENCEBURG (Lat: 35.241667,  Lng: -87.346667),  Route carried "on" structure: US 64,  Year Built: 1996,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 12,970 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,144 (year 2028),  Design Load: HS 20,  Features Intersected: SHOAL CREEK,  Facility Carried by Structure: FAP 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.398,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  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: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  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 desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.58m (18.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $242,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $364,000 ( Estimate for 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: 500A2450001,  Location: 0.01 M.W.SR6-LAWRENCEBERG (Lat: 35.234017,  Lng: -87.333517),  Route carried "under" structure: City street 245,  Year Built: 1950,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 1,210 (year 2008),  Truck Traffic: 5%,  Features Intersected: TS RR / NFA A245,  Facility Carried by Structure: TS RR 350754C
Minimum Vertical Clearance: 7.29m (23.92ft),  Kilometerpoint: 0.016,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)