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Bridge Statistics for Scottsville, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 29Number of bridges
  • 282ft / 86mTotal length
  • $883,000Total costs
  • 52,402Total average daily traffic
  • 5,173Total average daily truck traffic
  • 54,423Total future (year 2024) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Scottsville
  • No street view available for this location

New bridges in Scottsville, KY - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 51930-1939
  • 31950-1959
  • 31960-1969
  • 21970-1979
  • 41980-1989
  • 31990-1999
  • 32000-2009
  • 52010-2018
Average Bridge Daily Traffic in Scottsville, KY
Average Bridge Truck Traffic in Scottsville, KY
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 16.7%Very good
  • 37.5%Good
  • 25.0%Satisfactory
  • 16.7%Fair
  • 4.2%Serious
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 20.8%Very good
  • 41.7%Good
  • 33.3%Satisfactory
  • 4.2%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 12.5%Very good
  • 41.7%Good
  • 20.8%Satisfactory
  • 25.0%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 3.4%Excellent
  • 13.8%Very good
  • 44.8%Good
  • 20.7%Satisfactory
  • 17.2%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 20.0%Very good
  • 20.0%Good
  • 60.0%Satisfactory
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Structure Number: 2B00001N,  Location: .75 MI N OF JCT KY 1332 (Lat: 36.784167,  Lng: -86.186111),  Route carried "on" structure: State highway 101,  Year Built: 1935,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 1,801 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,801 (year 2035),  Design Load: H 15,  Features Intersected: EAST BAYS FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.204,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 2B00002N,  Location: 2.3 MI N OF JCT KY 1332 (Lat: 36.805278,  Lng: -86.177222),  Route carried "on" structure: State highway 101,  Year Built: 1937,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 1,801 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,801 (year 2035),  Design Load: H 15,  Features Intersected: NORTH PRONG
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.381,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 64.0m (210.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 33.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016
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Structure Number: 2B00004N,  Location: 1.3 MI NOR. OF JCT KY 98 (Lat: 36.771389,  Lng: -86.168333),  Route carried "on" structure: State highway 3499,  Year Built: 1925,  Status: Posted for load,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 1,257 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,257 (year 2036),  Design Load: H 15,  Features Intersected: BAYS FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.417,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 21.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2017,  Bridge Improvement Cost: $139,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $189,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2B00010N,  Location: .40 MI SOU. OF JCT KY 101 (Lat: 36.748056,  Lng: -86.196111),  Route carried "on" structure: State highway 100,  Year Built: 1930,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 9,495 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,495 (year 2035),  Design Load: H 15,  Features Intersected: WEST BAYS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.311,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  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: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $168,000,  Total Project Cost: $168,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 2B00011N,  Location: .6 MI N OF JCT KY 1147 (Lat: 36.702778,  Lng: -86.248056),  Route carried "on" structure: State highway 3500,  Year Built: 1930,  Status: Open,  Structure Length: 9.69m (31.79ft),  Average Daily Traffic: 664 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 664 (year 2035),  Design Load: H 15,  Features Intersected: TRAMMEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.545,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 59.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 2B00013N,  Location: .80 MI NOR. OF JCT KY 114 (Lat: 36.704444,  Lng: -86.245556),  Route carried "on" structure: State highway 3500,  Year Built: 1931,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 664 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 664 (year 2035),  Features Intersected: TRIBUTARY OF TRAMMEL CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.071,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.9 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016
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Structure Number: 2B00017N,  Location: .02 MI E OF JCT KY 1386 (Lat: 36.756944,  Lng: -86.203056),  Route carried "on" structure: State highway 980,  Year Built: 1960,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 7,048 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,048 (year 2035),  Design Load: HS 20,  Features Intersected: W BAYS FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.584,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 96.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 5.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 2B00031N,  Location: .01 MI EAST OF JCT US 31E (Lat: 36.694167,  Lng: -86.251389),  Route carried "on" structure: State highway 1147,  Year Built: 1967,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 561 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 561 (year 2035),  Design Load: H 20,  Features Intersected: LITTLE TRAMMEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.854,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2B00035N,  Location: 3.9 MI N.W. OF JCT KY 101 (Lat: 36.811944,  Lng: -86.221944),  Route carried "on" structure: State highway 1332,  Year Built: 1960,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 905 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 950 (year 2036),  Design Load: H 15,  Features Intersected: BAYS FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.161,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 64.0m (210.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 2.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 2B00039N,  Location: 1.5 MI N OF JCT KY 89 (Lat: 36.772778,  Lng: -86.165833),  Route carried "on" structure: State highway 3499,  Year Built: 1982,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,257 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,257 (year 2036),  Features Intersected: CUSHENBERRY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.588,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.9 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: April 2016
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Structure Number: 2B00042N,  Location: 1.5 MI E SCOTTSVILLE CL (Lat: 36.773889,  Lng: -86.173611),  Route carried "on" structure: US 31,  Year Built: 1985,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 4,621 (year 2014),  Truck Traffic: 18%,  Average Future Daily Traffic: 4,898 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: BAYS FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.323,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.3m (53.5ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 5.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  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: 2B00043N,  Location: .5 MI E CL SCOTTSVILLE (Lat: 36.767778,  Lng: -86.201944),  Route carried "on" structure: US 31,  Year Built: 1985,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 6,562 (year 2015),  Truck Traffic: 18%,  Average Future Daily Traffic: 6,955 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: WEST BAYS FK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.664,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 90.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  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: 2B00044N,  Location: 3.2 MI S - JCT KY 100 (Lat: 36.703889,  Lng: -86.250556),  Route carried "on" structure: US 31,  Year Built: 1986,  Status: Open,  Structure Length: 23.36m (76.64ft),  Average Daily Traffic: 5,660 (year 2013),  Truck Traffic: 13%,  Average Future Daily Traffic: 5,999 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: TRAMMEL FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.314,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 158.0m (518.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 2.9m (9.5ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2B00045N,  Location: 1 MI N OF JCT CR 5206 (Lat: 36.692500,  Lng: -86.212222),  Route carried "on" structure: State highway 2160,  Year Built: 1950,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 483 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 507 (year 2035),  Design Load: H 15,  Features Intersected: ROUGH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.033,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 64.0m (210.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.1m (3.6ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $316,000,  Total Project Cost: $316,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 2B00046N,  Location: 2 MI NW OF JCT CR 5152 (Lat: 36.679444,  Lng: -86.213333),  Route carried "on" structure: State highway 2160,  Year Built: 1950,  Status: Open,  Structure Length: 0.23m (0.75ft),  Average Daily Traffic: 483 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 507 (year 2035),  Design Load: H 15,  Features Intersected: SNAKE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.055,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 58.0m (190.3ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.4m (37.4ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.4 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Bridge Improvement Cost: $211,000,  Total Project Cost: $210,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 2B00047N,  Location: 1.9 MI NW OF JCT CR 5152 (Lat: 36.678611,  Lng: -86.213333),  Route carried "on" structure: State highway 2160,  Year Built: 1950,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 483 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 507 (year 2035),  Features Intersected: TRIBUTARY OF TRAMMEL FOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.994,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.9 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 replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2016
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Structure Number: 2B00054N,  Location: 1M W OF JCT WITH KY-585 (Lat: 36.730833,  Lng: -86.272778),  Route carried "on" structure: State highway 100,  Year Built: 2011,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 2,400 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,400 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: TRAMMEL FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.155,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 0.7m (2.3ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 86.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.2 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: April 2016,  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: 2B00055N,  Location: 1.5 M E OF JCT W/ KY 3499 (Lat: 36.756667,  Lng: -86.154722),  Route carried "on" structure: State highway 98,  Year Built: 2012,  Status: Open,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 2,484 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,484 (year 2034),  Features Intersected: EastForkofBaysForkCreek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.824,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 0.7m (2.3ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 1.1m (3.6ft)

Condition: Channel: Excellent,  Culverts: Very good,  Operating Rating: 6.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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: January 2017
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Structure Number: 2C00017N,  Location: 1.1 MI E OF JCT KY 1147 (Lat: 36.677778,  Lng: -86.215556),  Route carried "on" structure: County highway 1206,  Year Built: 1975,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 141 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 181 (year 2024),  Features Intersected: TRAMMEL CREEK,  Facility Carried by Structure: CONCORD CH. ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.069,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 37.0m (121.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 3.9m (12.8ft),  Out-to-Out Width: 4.2m (13.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2C00033N,  Location: 0.2 MI. E JCT US 31E (Lat: 36.680556,  Lng: -86.249167),  Route carried "on" structure: County highway 1220,  Year Built: 1975,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 164 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 210 (year 2024),  Design Load: HS 20,  Features Intersected: LITTLE TRAMMEL CREEK,  Facility Carried by Structure: PETROLEUM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.211,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 43.0m (141.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 0.7m (2.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.6 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 minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2017,  Underwater Inspection Date: Febuary 2005,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2C00046N,  Location: .01 MI- S JCT KY 100 (Lat: 36.737778,  Lng: -86.179444),  Route carried "on" structure: County highway 1167,  Year Built: 1996,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,940 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,328 (year 2024),  Design Load: HS 25 or greater,  Features Intersected: JACKS HOLLOW BRANCH,  Facility Carried by Structure: HADE BELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.022,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2C00049N,  Location: .01 MI S. JCT OF KY 3499 (Lat: 36.778611,  Lng: -86.156944),  Route carried "on" structure: County highway 1052,  Year Built: 1998,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 168 (year 2006),  Average Future Daily Traffic: 215 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: TRIB. OF BAYS FORK,  Facility Carried by Structure: DURHAM SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.034,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2C00050N,  Location: 2.5 MI S JCT KY 98 (Lat: 36.749722,  Lng: -86.144722),  Route carried "on" structure: County highway 1101,  Year Built: 1998,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 54 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 69 (year 2024),  Design Load: HS 25 or greater,  Features Intersected: BAYS FORK,  Facility Carried by Structure: MAYSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.724,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 52.0m (170.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 85.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2C00053N,  Location: 3.0 MI N JCT US 231 (Lat: 36.786667,  Lng: -86.222222),  Route carried "on" structure: County highway 1303,  Year Built: 2000,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 472 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 605 (year 2024),  Design Load: HS 25 or greater,  Features Intersected: WEST BAYS FORK CREEK,  Facility Carried by Structure: E OLD STATE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.391,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 52.0m (170.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 82.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 2C00059N,  Location: 2.2 MI. SOUTH JCT KY 2160 (Lat: 36.691111,  Lng: -86.185833),  Route carried "on" structure: County highway 1161,  Year Built: 2007,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 141 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 172 (year 2024),  Design Load: HS 25 or greater,  Features Intersected: ROUGH CREEK,  Facility Carried by Structure: DOVER CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.907,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 46.0m (150.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 0.7m (2.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  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: 2C00060N,  Location: 0.01 MI. SO. JCT KY 2160 (Lat: 36.734167,  Lng: -86.191667),  Route carried "on" structure: County highway 1611,  Year Built: 2008,  Status: Posted for load,  Structure Length: 1.45m (4.76ft),  Average Daily Traffic: 10 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 12 (year 2024),  Features Intersected: WEST BAYS FORK CREEK,  Facility Carried by Structure: OLD WALNUT TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.616,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 37.0m (121.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.6m (2.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Serious,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 6.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 6.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 2C00066N,  Location: 1.7 MI S of Jct Ky 100 (Lat: 36.718333,  Lng: -86.169167),  Route carried "on" structure: County highway 1167,  Year Built: 2015,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 141 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 181 (year 2035),  Design Load: Greater than HL93,  Features Intersected: West Bays Fork,  Facility Carried by Structure: Hade Bell Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.694,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 69.0m (226.4ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.1m (36.4ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 84.6 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: 65.1 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2C00068N,  Location: 1.4 MI S of Jct US 231 (Lat: 36.759444,  Lng: -86.270556),  Route carried "on" structure: County highway 1372,  Year Built: 2016,  Status: Posted for load,  Structure Length: 0.12m (0.39ft),  Average Daily Traffic: 70 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 90 (year 2036),  Design Load: Greater than HL93,  Features Intersected: Lancaster Branch,  Facility Carried by Structure: W Old State Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.388,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 81.0m (265.7ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 52.2 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: 40.2 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2C00069N,  Location: 3 Mi East of Jct US 231 (Lat: 36.785556,  Lng: -86.228611),  Route carried "on" structure: County highway 1303,  Year Built: 2016,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 472 (year 2017),  Average Future Daily Traffic: 605 (year 2037),  Design Load: HS 20,  Features Intersected: Big Branch,  Facility Carried by Structure: East Old State Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.863,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 58.0m (190.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 70.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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