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

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Structure Number: 28SR0070015,  Location: 4.9 MI.NW.OF ELKTON (Lat: 35.118783,  Lng: -86.972450),  Route carried "on" structure: US 31,  Year Built: 1920,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 3,820 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,112 (year 2042),  Design Load: H 20,  Features Intersected: OVERFLOW,  Facility Carried by Structure: FAP 7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.082,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $66,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $100,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28SR0070017,  Location: 4.9 MI.NW.OF ELKTON (Lat: 35.120297,  Lng: -86.974464),  Route carried "on" structure: US 31,  Year Built: 1921,  Year Reconstructed: 1955,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 3,820 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,112 (year 2042),  Design Load: HS 20,  Features Intersected: BUCHANAN CREEK,  Facility Carried by Structure: FAP 7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.308,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 41.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.75m (12.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $231,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $347,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28SR0070019,  Location: 3.4.MI.SE.OF PULASKI (Lat: 35.149347,  Lng: -87.001653),  Route carried "on" structure: US 31,  Year Built: 2017,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 2,275 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,640 (year 2042),  Design Load: HL 93,  Features Intersected: BRITTON BRANCH,  Facility Carried by Structure: FAP 7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.484,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 26.1m (85.6ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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,  Length Of Structure Improvement: 0.87m (2.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2022)

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Structure Number: 28SR0070021,  Location: 1.82 MI.S. OF PULASKI (Lat: 35.169208,  Lng: -87.015053),  Route carried "on" structure: US 31,  Year Built: 1924,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 2,275 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,640 (year 2042),  Design Load: H 15,  Features Intersected: BRANCH,  Facility Carried by Structure: FAP 7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.003,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  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: 25.9m (85.0ft),  Out-to-Out Width: 28.2m (92.5ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 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,  Length Of Structure Improvement: 0.93m (3.05ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2022)

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Structure Number: 28SR0070023,  Location: .5MI.SE.OF PULASKI (Lat: 35.184367,  Lng: -87.029450),  Route carried "on" structure: US 31,  Year Built: 1938,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 3,097 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,955 (year 2042),  Design Load: H 15,  Features Intersected: BRANCH,  Facility Carried by Structure: FAP 7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.159,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.9m (52.2ft)

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: 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28SR0070025,  Location: IN PULASKI CITY LIMITS (Lat: 35.190200,  Lng: -87.034139),  Route carried "on" structure: US 31,  Year Built: 1938,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 3,602 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,312 (year 2039),  Design Load: H 15,  Features Intersected: PLEASANT RUN CREEK,  Facility Carried by Structure: FAP 7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.932,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.4 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: 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28SR0070029,  Location: 2.18 MI.N.OF PULASKI (Lat: 35.238478,  Lng: -87.043614),  Route carried "on" structure: US 31,  Year Built: 1927,  Status: Posted for load,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 3,028 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,920 (year 2040),  Design Load: HS 20,  Features Intersected: PIGEON ROOST CREEK,  Facility Carried by Structure: FAP 7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.918,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 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: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 34.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.36m (14.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $264,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $397,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28SR0070031,  Location: 4.2 MI.N.OF PULASKI (Lat: 35.266772,  Lng: -87.043392),  Route carried "on" structure: US 31,  Year Built: 1923,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 3,028 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,920 (year 2040),  Design Load: H 15,  Features Intersected: BRANCH,  Facility Carried by Structure: FAP 7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.121,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $94,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $142,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28SR0070049,  Location: 2 MI. NORTH OF PULASKI (Lat: 35.235981,  Lng: -87.043603),  Route carried "on" structure: US 31,  Year Built: 1923,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 3,028 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,845 (year 2042),  Design Load: HS 20,  Features Intersected: BRANCH,  Facility Carried by Structure: FAP 7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.613,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: November 2021

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Structure Number: 28SR0110001,  Location: IN MINOR HILL (Lat: 35.007878,  Lng: -87.203158),  Route carried "on" structure: State highway 11,  Year Built: 1935,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,342 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,416 (year 2039),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.593,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  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: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 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: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $88,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $133,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28SR0110009,  Location: IN PULASKI CITY LIMITS (Lat: 35.195950,  Lng: -87.041800),  Route carried "on" structure: State highway 11,  Year Built: 1983,  Status: Open,  Structure Length: 28.29m (92.81ft),  Average Daily Traffic: 9,007 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,816 (year 2040),  Design Load: HS 20,  Features Intersected: RICHLAND CR & TS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.695,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 28.3m (92.8ft),  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: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 28.29m (92.81ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2021,  Underwater Inspection Date: June 2020,  Bridge Improvement Cost: $1,834,000,  Roadway Improvement Cost: $184,000,  Total Project Cost: $2,752,000 ( Estimate for 2020),  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: 28SR0110011,  Location: IN PULASKI (Lat: 35.206536,  Lng: -87.025936),  Route carried "on" structure: Alternate US 31,  Year Built: 1938,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 3,746 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,994 (year 2042),  Design Load: H 15,  Features Intersected: PLEASANT RUN CREEK,  Facility Carried by Structure: FAP 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.867,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 28SR0110,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28SR0110013,  Location: 4 MI.NE.OF PULASKI (Lat: 35.241517,  Lng: -86.970639),  Route carried "on" structure: Alternate US 31,  Year Built: 1938,  Status: Posted for load,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 3,746 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,994 (year 2042),  Design Load: HS 20,  Features Intersected: PIGEON ROOST CREEK,  Facility Carried by Structure: FAP 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.627,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 28SR0110,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 20.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 15.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.06m (13.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,038,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $1,558,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28SR0150011,  Location: 2.7 MI.W.OF PULASKI (Lat: 35.210817,  Lng: -87.100433),  Route carried "on" structure: US 64,  Year Built: 2010,  Status: Open,  Structure Length: 14.00m (45.93ft),  Average Daily Traffic: 9,091 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 16,560 (year 2040),  Design Load: HL 93,  Features Intersected: RICHLAND CREEK,  Facility Carried by Structure: FAP 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.298,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.2m (115.5ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 28SR0150013,  Location: .57 MI.W.OF PULASKI (Lat: 35.205864,  Lng: -87.064939),  Route carried "on" structure: US 64,  Year Built: 2010,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 9,091 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,824 (year 2039),  Design Load: HL 93,  Features Intersected: BRANCH,  Facility Carried by Structure: FAP 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.758,  Lanes on structure: 50,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  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: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28SR0150017,  Location: IN PULASKI CITY LIMITS (Lat: 35.196450,  Lng: -87.031008),  Route carried "on" structure: City street 5313,  Year Built: 1930,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 7,086 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,976 (year 2040),  Design Load: HS 20,  Features Intersected: PLEASANT RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $233,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $350,000 ( Estimate for 2020)

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Structure Number: 28SR0150019,  Location: .04 MI.E.OF PULASKI (Lat: 35.194036,  Lng: -87.016747),  Route carried "on" structure: City street 5313,  Year Built: 1930,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 3,574 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,048 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.529,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than 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: January 2022

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Structure Number: 28SR0150021,  Location: .13 MI.E.OF PULASKI (Lat: 35.192653,  Lng: -87.009356),  Route carried "on" structure: City street 5313,  Year Built: 1930,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 3,574 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,048 (year 2040),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.205,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  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: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28SR0150023,  Location: 3.3 MI.E.OF PULASKI (Lat: 35.175800,  Lng: -86.961683),  Route carried "on" structure: County highway 800,  Year Built: 1930,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 60 (year 2022),  Truck Traffic: 15%,  Average Future Daily Traffic: 96 (year 2040),  Design Load: H 15,  Features Intersected: LEATHERWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.697,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 9.1m (29.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.36m (14.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $698,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $1,048,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28SR0150025,  Location: 4.8 MI.E.OF PULASKI (Lat: 35.183028,  Lng: -86.939033),  Route carried "on" structure: County highway 801,  Year Built: 1929,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 150 (year 2022),  Truck Traffic: 15%,  Average Future Daily Traffic: 240 (year 2040),  Design Load: H 15,  Features Intersected: BUCHANNAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.689,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.02m (9.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $504,000,  Roadway Improvement Cost: $51,000,  Total Project Cost: $757,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 28SR0150039,  Location: 1 M W OF PULASKI (Lat: 35.198833,  Lng: -87.063747),  Route carried "on" structure: US 64,  Year Built: 1995,  Status: Open,  Structure Length: 21.82m (71.59ft),  Average Daily Traffic: 8,650 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,760 (year 2040),  Design Load: HS 20,  Features Intersected: RICHLAND CREEK OVERFLOW,  Facility Carried by Structure: FAP 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.530,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 71.1 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: 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 2021,  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: 28SR015004,  Location: 1 M W OF PULASKI (Lat: 35.198911,  Lng: -87.063475),  Route carried "on" structure: US 64,  Year Built: 1995,  Status: Open,  Structure Length: 21.82m (71.59ft),  Average Daily Traffic: 8,650 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,008 (year 2039),  Design Load: HS 20,  Features Intersected: RICHLAND CREEK OVERFLOW,  Facility Carried by Structure: FAP 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.530,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 71.1 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: 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 2021,  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: 28SR0150041,  Location: VALES MILL RD @ PULASKI (Lat: 35.195178,  Lng: -87.064211),  Route carried "on" structure: US 64,  Year Built: 1995,  Status: Open,  Structure Length: 26.46m (86.81ft),  Average Daily Traffic: 8,650 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,008 (year 2040),  Design Load: HS 20,  Features Intersected: SR15 RL/VALES MILL RD&CR,  Facility Carried by Structure: FAP 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.916,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 64.8 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: Equal to present desirable criteria,  Underclear: 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: December 2021,  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: 28SR0150042,  Location: VALES MILL RD @ PULASKI (Lat: 35.195200,  Lng: -87.063936),  Route carried "on" structure: US 64,  Year Built: 1995,  Status: Open,  Structure Length: 26.46m (86.81ft),  Average Daily Traffic: 8,650 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,008 (year 2039),  Design Load: HS 20,  Features Intersected: SR15 LL/VALES MILL RD&CR,  Facility Carried by Structure: FAP 15
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 15.916,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 64.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: 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: December 2021,  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: 28SR0150043,  Location: 1 M S PULASKI (Lat: 35.169761,  Lng: -87.048514),  Route carried "on" structure: US 64,  Year Built: 1995,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 7,251 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,376 (year 2039),  Design Load: HS 20,  Features Intersected: BUFORD BRANCH,  Facility Carried by Structure: FAP 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.554,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 68.4 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: 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 2021,  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: 28SR0150044,  Location: 1 M S OF PULASKI (Lat: 35.169975,  Lng: -87.048478),  Route carried "on" structure: US 64,  Year Built: 1995,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 7,251 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,376 (year 2039),  Design Load: HS 20,  Features Intersected: BUFORD BRANCH,  Facility Carried by Structure: FAP 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.554,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 68.4 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: 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 2021,  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: 28SR0150045,  Location: 1 M S OF PULASKI (Lat: 35.168703,  Lng: -87.044225),  Route carried "on" structure: US 64,  Year Built: 1995,  Status: Open,  Structure Length: 14.54m (47.70ft),  Average Daily Traffic: 7,251 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,216 (year 2040),  Design Load: HS 20,  Features Intersected: RICHLAND CREEK,  Facility Carried by Structure: FAP 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.908,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.1 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: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: June 2020,  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: 28SR0150046,  Location: 1 M S OF PULASKI (Lat: 35.168878,  Lng: -87.044094),  Route carried "on" structure: US 64,  Year Built: 1995,  Status: Open,  Structure Length: 14.54m (47.70ft),  Average Daily Traffic: 7,251 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,216 (year 2040),  Design Load: HS 20,  Features Intersected: RICHLAND CREEK,  Facility Carried by Structure: FAP 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.908,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.1 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: 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2021,  Underwater Inspection Date: June 2020,  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: 28SR0150047,  Location: 1 M S OF PULASKI (Lat: 35.167614,  Lng: -87.042217),  Route carried "on" structure: US 64,  Year Built: 1995,  Status: Open,  Structure Length: 12.13m (39.80ft),  Average Daily Traffic: 7,251 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,376 (year 2040),  Design Load: HS 20,  Features Intersected: RICHLAND CREEK OVERFLOW,  Facility Carried by Structure: FAP 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.149,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 71.1 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: 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 2021,  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: 28SR0150048,  Location: 1 M S OF PULASKI (Lat: 35.167831,  Lng: -87.042044),  Route carried "on" structure: US 64,  Year Built: 1995,  Status: Open,  Structure Length: 12.13m (39.80ft),  Average Daily Traffic: 7,251 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,376 (year 2040),  Design Load: HS 20,  Features Intersected: RICHLAND CREEK OVERFLOW,  Facility Carried by Structure: FAP 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.149,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 71.1 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: 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 2021,  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: 28SR0150049,  Location: .6 M E OF I65 (Lat: 35.177433,  Lng: -86.963108),  Route carried "on" structure: US 64,  Year Built: 2000,  Status: Open,  Structure Length: 10.42m (34.19ft),  Average Daily Traffic: 5,197 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 9,120 (year 2040),  Design Load: HS 20,  Features Intersected: LEATHERWOOD CREEK,  Facility Carried by Structure: FAP 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.649,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.6m (113.5ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  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: 28SR015005,  Location: .6 M E OF I65 (Lat: 35.177636,  Lng: -86.963078),  Route carried "on" structure: US 64,  Year Built: 2000,  Status: Open,  Structure Length: 10.42m (34.19ft),  Average Daily Traffic: 5,197 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 9,120 (year 2040),  Design Load: HS 20,  Features Intersected: LEATHERWOOD CREEK,  Facility Carried by Structure: FAP 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.649,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.6m (113.5ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  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: 28SR0150051,  Location: .7 M E OF I65 (Lat: 35.180036,  Lng: -86.941642),  Route carried "on" structure: US 64,  Year Built: 2000,  Status: Open,  Structure Length: 18.19m (59.68ft),  Average Daily Traffic: 5,197 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 9,472 (year 2040),  Design Load: HS 20,  Features Intersected: BUCHANNAN CREEK,  Facility Carried by Structure: FAP 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.596,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  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: 28SR0150052,  Location: .7 M E OF I65 (Lat: 35.180250,  Lng: -86.941708),  Route carried "on" structure: US 64,  Year Built: 2000,  Status: Open,  Structure Length: 18.19m (59.68ft),  Average Daily Traffic: 5,197 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 9,472 (year 2040),  Design Load: HS 20,  Features Intersected: BUCHANNAN CREEK,  Facility Carried by Structure: FAP 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.596,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  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: 28SR0150055,  Location: 1 M W OF PULASKI (Lat: 35.189367,  Lng: -87.064950),  Route carried "on" structure: US 64,  Year Built: 1995,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 8,650 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 13,840 (year 2041),  Design Load: HS 20,  Features Intersected: CHICKEN CREEK,  Facility Carried by Structure: FAP 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.657,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.1 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: December 2021

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Structure Number: 28SR0150057,  Location: 1 M SW OF PULASKI (Lat: 35.170233,  Lng: -87.051267),  Route carried "on" structure: US 64,  Year Built: 1995,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 7,251 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,376 (year 2039),  Design Load: HS 20,  Features Intersected: BUFORD BRANCH,  Facility Carried by Structure: FAP 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.328,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 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: Good,  Culverts: Satisfactory,  Operating Rating: 89.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.13m (3.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $402,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $604,000 ( Estimate for 2019)

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Structure Number: 28SR0150071,  Location: 1 S E OF PULASKI (Lat: 35.177717,  Lng: -86.979350),  Route carried "on" structure: US 64,  Year Built: 1998,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 5,197 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 9,120 (year 2040),  Design Load: HS 20,  Features Intersected: BRANCH,  Facility Carried by Structure: FAP 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.216,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  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: Good,  Operating Rating: 86.4 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: December 2021

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Structure Number: 28SR0150015,  Location: IN PULASKI (Lat: 35.202417,  Lng: -87.055958),  Route carried "under" structure: City street 5312,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 12,336 (year 2020),  Truck Traffic: 4%,  Features Intersected: CSX RR / 05312,  Facility Carried by Structure: CSX RR 350513N
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 0.708,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 28SR0150041,  Location: VALES MILL RD @ PULASKI (Lat: 35.195178,  Lng: -87.064211),  Route carried "under" structure: County highway 1883,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 1,373 (year 2020),  Truck Traffic: 3%,  Features Intersected: SR15 RL/VALES MILL RD&CR,  Facility Carried by Structure: FAP 15
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 22.048,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 28SR0150042,  Location: VALES MILL RD @ PULASKI (Lat: 35.195200,  Lng: -87.063936),  Route carried "under" structure: County highway 1883,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 1,373 (year 2020),  Truck Traffic: 3%,  Features Intersected: SR15 LL/VALES MILL RD&CR,  Facility Carried by Structure: FAP 15
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 22.080,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)