Bridge Statistics for Tompkinsville, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 167ft / 50.9mTotal length
- $1,698,000Total costs
- 32,608Total average daily traffic
- 3,119Total average daily truck traffic
- 31,950Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Tompkinsville
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 31930-1939
- 41950-1959
- 11960-1969
- 21970-1979
- 31990-1999
- 32000-2009
- 22010-2019
- Bridge Condition - Deck
- 18.2%Good
- 54.5%Satisfactory
- 27.3%Fair
- Bridge Condition - Superstructure
- 27.3%Good
- 63.6%Satisfactory
- 9.1%Fair
- Bridge Condition - Substructure
- 18.2%Good
- 63.6%Satisfactory
- 18.2%Fair
- Bridge Condition - Channel
- 5.0%Very good
- 60.0%Good
- 35.0%Satisfactory
- Bridge Condition - Culverts
- 11.1%Very good
- 22.2%Good
- 33.3%Satisfactory
- 22.2%Fair
- 11.1%Poor
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Structure Number: 86B00001N, Location: 1.51 MI EAST JCT KY 839 (Lat: 36.745556, Lng: -85.696667), Route carried "on" structure: State highway 2768, Year Built: 1929, Status: Posted for load, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 745 (year 2019), Average Future Daily Traffic: 655 (year 2039), Design Load: H 15, Features Intersected: E FK BARREN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.422, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.50m (1.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $497,000, Total Project Cost: $497,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 86B00001N, Location: 1.51 MI EAST JCT KY 839 (Lat: 36.745556, Lng: -85.696667), Route carried "on" structure: State highway 2768, Year Built: 1929, Status: Posted for load, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 745 (year 2019), Average Future Daily Traffic: 655 (year 2039), Design Load: H 15, Features Intersected: E FK BARREN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.422, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.4 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.50m (1.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $497,000, Total Project Cost: $497,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 86B00005N, Location: .30 MI E. OF JCT KY 163 (Lat: 36.703611, Lng: -85.684444), Route carried "on" structure: State highway 100, Year Built: 1929, Status: Posted for load, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 5,110 (year 2019), Average Future Daily Traffic: 4,496 (year 2039), Design Load: H 15, Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.752, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, 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: 5.8m (19.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 59.3 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: High priority of replacement, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 0.20m (0.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $173,000, Total Project Cost: $173,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 86B00005N, Location: .30 MI E. OF JCT KY 163 (Lat: 36.703611, Lng: -85.684444), Route carried "on" structure: State highway 100, Year Built: 1929, Status: Posted for load, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 5,110 (year 2019), Average Future Daily Traffic: 4,496 (year 2039), Design Load: H 15, Features Intersected: TOWN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.752, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, 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: 5.8m (19.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 59.3 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: High priority of replacement, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 0.20m (0.66ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $173,000, Total Project Cost: $173,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 86B00012N, Location: .10 MI S. OF JCT KY 100 (Lat: 36.700833, Lng: -85.689167), Route carried "on" structure: State highway 375, Year Built: 1932, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 877 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 771 (year 2040), Design Load: H 15, Features Intersected: TOWN CREEK, Facility Carried by Structure: KY-163
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.179, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 76.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 86B00012N, Location: .10 MI S. OF JCT KY 100 (Lat: 36.700833, Lng: -85.689167), Route carried "on" structure: State highway 375, Year Built: 1932, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 877 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 771 (year 2040), Design Load: H 15, Features Intersected: TOWN CREEK, Facility Carried by Structure: KY-163
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.179, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 76.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 86B00013N, Location: .20 MI WEST OF JCT KY 216 (Lat: 36.654167, Lng: -85.629444), Route carried "on" structure: State highway 163, Year Built: 1932, Year Reconstructed: 2018, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,289 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 2,014 (year 2038), Features Intersected: BAXTER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.472, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 86B00013N, Location: .20 MI WEST OF JCT KY 216 (Lat: 36.654167, Lng: -85.629444), Route carried "on" structure: State highway 163, Year Built: 1932, Year Reconstructed: 2018, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,289 (year 2018), Truck Traffic: 19%, Average Future Daily Traffic: 2,014 (year 2038), Features Intersected: BAXTER BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.472, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 86B00034N, Location: 2.3 MI NOR. OF JCT KY 63 (Lat: 36.741944, Lng: -85.717500), Route carried "on" structure: State highway 839, Year Built: 1950, Status: Posted for load, Structure Length: 3.46m (11.35ft), Average Daily Traffic: 691 (year 2019), Average Future Daily Traffic: 608 (year 2039), Design Load: H 15, Features Intersected: E FK BARREN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.729, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, 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: 6.1m (20.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.35m (1.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $319,000, Total Project Cost: $319,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 86B00034N, Location: 2.3 MI NOR. OF JCT KY 63 (Lat: 36.741944, Lng: -85.717500), Route carried "on" structure: State highway 839, Year Built: 1950, Status: Posted for load, Structure Length: 3.46m (11.35ft), Average Daily Traffic: 691 (year 2019), Average Future Daily Traffic: 608 (year 2039), Design Load: H 15, Features Intersected: E FK BARREN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.729, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, 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: 6.1m (20.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.35m (1.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $319,000, Total Project Cost: $319,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 86B00038N, Location: 1.4 MI SOU. OF JCT KY 163 (Lat: 36.685556, Lng: -85.705278), Route carried "on" structure: State highway 1446, Year Built: 1951, Status: Posted for load, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 662 (year 2019), Average Future Daily Traffic: 582 (year 2039), Design Load: H 15, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.954, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, 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: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 86B00038N, Location: 1.4 MI SOU. OF JCT KY 163 (Lat: 36.685556, Lng: -85.705278), Route carried "on" structure: State highway 1446, Year Built: 1951, Status: Posted for load, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 662 (year 2019), Average Future Daily Traffic: 582 (year 2039), Design Load: H 15, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.954, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, 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: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 86B00042N, Location: 3.7 MI WEST OF JCT KY 63 (Lat: 36.710833, Lng: -85.770556), Route carried "on" structure: State highway 1366, Year Built: 1952, Status: Posted for load, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 1,416 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 1,246 (year 2039), Design Load: H 15, Features Intersected: E FK BARREN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.726, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $710,000, Total Project Cost: $709,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 86B00042N, Location: 3.7 MI WEST OF JCT KY 63 (Lat: 36.710833, Lng: -85.770556), Route carried "on" structure: State highway 1366, Year Built: 1952, Status: Posted for load, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 1,416 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 1,246 (year 2039), Design Load: H 15, Features Intersected: E FK BARREN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.726, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $710,000, Total Project Cost: $709,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 86B00044N, Location: 2.2 MI WEST OF JCT KY 63 (Lat: 36.696667, Lng: -85.748611), Route carried "on" structure: State highway 1366, Year Built: 1953, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,080 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 1,830 (year 2039), Design Load: H 15, Features Intersected: ADAMS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.433, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 37.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.4 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 86B00044N, Location: 2.2 MI WEST OF JCT KY 63 (Lat: 36.696667, Lng: -85.748611), Route carried "on" structure: State highway 1366, Year Built: 1953, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,080 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 1,830 (year 2039), Design Load: H 15, Features Intersected: ADAMS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.433, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 37.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.4 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 86B00049N, Location: 3.7 MI W OF JCT KY 100 (Lat: 36.707778, Lng: -85.768889), Route carried "on" structure: State highway 1366, Year Built: 1971, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,416 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 1,246 (year 2039), Features Intersected: TRIB-E.FK. BARREN RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.131, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 97.2 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: 97.2 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 86B00049N, Location: 3.7 MI W OF JCT KY 100 (Lat: 36.707778, Lng: -85.768889), Route carried "on" structure: State highway 1366, Year Built: 1971, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,416 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 1,246 (year 2039), Features Intersected: TRIB-E.FK. BARREN RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.131, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 97.2 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: 97.2 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 86B00052N, Location: 0.6 MI N OF JCT KY 63 (Lat: 36.745556, Lng: -85.745278), Route carried "on" structure: State highway 2452, Year Built: 1970, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 134 (year 2020), Average Future Daily Traffic: 116 (year 2040), Design Load: H 20, Features Intersected: E FK BARREN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.085, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 86B00052N, Location: 0.6 MI N OF JCT KY 63 (Lat: 36.745556, Lng: -85.745278), Route carried "on" structure: State highway 2452, Year Built: 1970, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 134 (year 2020), Average Future Daily Traffic: 116 (year 2040), Design Load: H 20, Features Intersected: E FK BARREN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.085, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 86B00053N, Location: .05 MI.N JCT KY 1860 (Lat: 36.672500, Lng: -85.726389), Route carried "on" structure: State highway 63, Year Built: 1996, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 2,322 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,043 (year 2040), Design Load: HS 25 or greater, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.205, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 80.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 86B00053N, Location: .05 MI.N JCT KY 1860 (Lat: 36.672500, Lng: -85.726389), Route carried "on" structure: State highway 63, Year Built: 1996, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 2,322 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,043 (year 2040), Design Load: HS 25 or greater, Features Intersected: MILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.205, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 80.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 86B00054N, Location: .5 MI. N JCT KY 2768 (Lat: 36.746667, Lng: -85.690556), Route carried "on" structure: State highway 163, Year Built: 1999, Status: Open, Structure Length: 10.03m (32.91ft), Average Daily Traffic: 5,850 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 5,148 (year 2039), Design Load: HS 25 or greater, Features Intersected: EAST FK-BARREN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.587, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 86B00054N, Location: .5 MI. N JCT KY 2768 (Lat: 36.746667, Lng: -85.690556), Route carried "on" structure: State highway 163, Year Built: 1999, Status: Open, Structure Length: 10.03m (32.91ft), Average Daily Traffic: 5,850 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 5,148 (year 2039), Design Load: HS 25 or greater, Features Intersected: EAST FK-BARREN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.587, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.2m (108.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 86B00055N, Location: .49 MI N JCT KY 63 (Lat: 36.719167, Lng: -85.706667), Route carried "on" structure: State highway 839, Year Built: 2001, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 691 (year 2019), Average Future Daily Traffic: 608 (year 2039), Features Intersected: HENDRICK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.801, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 97.2 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: 97.2 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 86B00055N, Location: .49 MI N JCT KY 63 (Lat: 36.719167, Lng: -85.706667), Route carried "on" structure: State highway 839, Year Built: 2001, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 691 (year 2019), Average Future Daily Traffic: 608 (year 2039), Features Intersected: HENDRICK BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.801, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 97.2 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: 97.2 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 86B00056N, Location: .7 MI S OF JCT W KY 1860 (Lat: 36.665556, Lng: -85.735833), Route carried "on" structure: State highway 63, Year Built: 2004, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 2,322 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,043 (year 2040), Design Load: HS 25 or greater, Features Intersected: GULLY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.046, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 85.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 86B00056N, Location: .7 MI S OF JCT W KY 1860 (Lat: 36.665556, Lng: -85.735833), Route carried "on" structure: State highway 63, Year Built: 2004, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 2,322 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 2,043 (year 2040), Design Load: HS 25 or greater, Features Intersected: GULLY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.046, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 85.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 86B00057N, Location: 0.1 MI S OF ROCKBRIDGE RD (Lat: 36.781667, Lng: -85.685278), Route carried "on" structure: State highway 163, Year Built: 2009, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 4,150 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 3,652 (year 2040), Design Load: HS 25 or greater, Features Intersected: ROCKBRIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.575, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Concrete, 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: 77.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.5 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 86B00057N, Location: 0.1 MI S OF ROCKBRIDGE RD (Lat: 36.781667, Lng: -85.685278), Route carried "on" structure: State highway 163, Year Built: 2009, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 4,150 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 3,652 (year 2040), Design Load: HS 25 or greater, Features Intersected: ROCKBRIDGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.575, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Concrete, 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: 77.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.5 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 86B00059N, Location: .41 Mi South of HWY 1043 (Lat: 36.719444, Lng: -85.669444), Route carried "on" structure: State highway 163, Year Built: 2019, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 771 (year 2021), Average Future Daily Traffic: 2,041 (year 2041), Design Load: Greater than HL93, Features Intersected: Unnamed stream
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 60.3 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: 46.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 86B00059N, Location: .41 Mi South of HWY 1043 (Lat: 36.719444, Lng: -85.669444), Route carried "on" structure: State highway 163, Year Built: 2019, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 771 (year 2021), Average Future Daily Traffic: 2,041 (year 2041), Design Load: Greater than HL93, Features Intersected: Unnamed stream
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.437, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 60.3 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: 46.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 86C00016N, Location: .1 MI E OF KY 163 (Lat: 36.709444, Lng: -85.683889), Route carried "on" structure: City street 1038, Year Built: 1963, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 752 (year 2019), Average Future Daily Traffic: 654 (year 2039), Features Intersected: TOWN CREEK, Facility Carried by Structure: PAIGE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.360, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 97.2 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: 97.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 86C00016N, Location: .1 MI E OF KY 163 (Lat: 36.709444, Lng: -85.683889), Route carried "on" structure: City street 1038, Year Built: 1963, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 752 (year 2019), Average Future Daily Traffic: 654 (year 2039), Features Intersected: TOWN CREEK, Facility Carried by Structure: PAIGE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.360, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 97.2 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: 97.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 86C00018N, Location: .3 MI W KY 163 (Lat: 36.666389, Lng: -85.739722), Route carried "on" structure: County highway 1215, Year Built: 1990, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 173 (year 2019), Average Future Daily Traffic: 150 (year 2039), Design Load: HS 25 or greater, Features Intersected: EAST MILL CREEK, Facility Carried by Structure: EBENEZER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.354, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 86C00018N, Location: .3 MI W KY 163 (Lat: 36.666389, Lng: -85.739722), Route carried "on" structure: County highway 1215, Year Built: 1990, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 173 (year 2019), Average Future Daily Traffic: 150 (year 2039), Design Load: HS 25 or greater, Features Intersected: EAST MILL CREEK, Facility Carried by Structure: EBENEZER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.354, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.9m (19.4ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 86C00027N, Location: 0.65 MI S OF JCT KY 1049 (Lat: 36.781944, Lng: -85.684444), Route carried "on" structure: County highway 1410, Year Built: 1932, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 7 (year 2019), Average Future Daily Traffic: 6 (year 2039), Design Load: H 15, Features Intersected: BELCHER CREEK, Facility Carried by Structure: EDMONTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.055, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 86C00027N, Location: 0.65 MI S OF JCT KY 1049 (Lat: 36.781944, Lng: -85.684444), Route carried "on" structure: County highway 1410, Year Built: 1932, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 7 (year 2019), Average Future Daily Traffic: 6 (year 2039), Design Load: H 15, Features Intersected: BELCHER CREEK, Facility Carried by Structure: EDMONTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.055, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 86C00032N, Location: 0.63 Mi W of Ky 100 (Lat: 36.666111, Lng: -85.746111), Route carried "on" structure: County highway 1215, Year Built: 2019, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 150 (year 2021), Average Future Daily Traffic: 2,041 (year 2041), Features Intersected: Unnamed Stream, Facility Carried by Structure: Ebenezer Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.785, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 86C00032N, Location: 0.63 Mi W of Ky 100 (Lat: 36.666111, Lng: -85.746111), Route carried "on" structure: County highway 1215, Year Built: 2019, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 150 (year 2021), Average Future Daily Traffic: 2,041 (year 2041), Features Intersected: Unnamed Stream, Facility Carried by Structure: Ebenezer Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.785, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete