Bridge Statistics for Rockholds, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 102ft / 31.0mTotal length
- $1,829,000Total costs
- 147,359Total average daily traffic
- 38,349Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Rockholds
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 91960-1969
- 11970-1979
- 61980-1989
- 12020-2022
- Bridge Condition - Deck
- 12.5%Very good
- 75.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Superstructure
- 12.5%Very good
- 25.0%Good
- 62.5%Satisfactory
- Bridge Condition - Substructure
- 12.5%Very good
- 12.5%Good
- 50.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Channel
- 9.1%Very good
- 18.2%Good
- 27.3%Satisfactory
- 36.4%Fair
- 9.1%Poor
- Bridge Condition - Culverts
- 28.6%Good
- 42.9%Satisfactory
- 28.6%Fair
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Structure Number: 118B00001N, Location: .10 MI WEST OF I-75 UP (Lat: 36.819444, Lng: -84.166389), Route carried "on" structure: State highway 836, Year Built: 1952, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 667 (year 2018), Average Future Daily Traffic: 586 (year 2038), Design Load: H 15, Features Intersected: BLAKE FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.013, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable 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 24 months, Inspection Date: March 2021
Structure Number: 118B00001N, Location: .10 MI WEST OF I-75 UP (Lat: 36.819444, Lng: -84.166389), Route carried "on" structure: State highway 836, Year Built: 1952, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 667 (year 2018), Average Future Daily Traffic: 586 (year 2038), Design Load: H 15, Features Intersected: BLAKE FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.013, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable 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 24 months, Inspection Date: March 2021
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Structure Number: 118B00010N, Location: .80 MI W OF JCT KY 836 (Lat: 36.843056, Lng: -84.160833), Route carried "on" structure: State highway 511, Year Built: 1967, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 351 (year 2018), Average Future Daily Traffic: 308 (year 2038), Design Load: H 20, Features Intersected: I-75 @ 18.970
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.221, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), 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: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 57.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 118B00010N, Location: .80 MI W OF JCT KY 836 (Lat: 36.843056, Lng: -84.160833), Route carried "on" structure: State highway 511, Year Built: 1967, Status: Open, Structure Length: 7.83m (25.69ft), Average Daily Traffic: 351 (year 2018), Average Future Daily Traffic: 308 (year 2038), Design Load: H 20, Features Intersected: I-75 @ 18.970
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.221, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), 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: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 57.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 118B00046L, Location: 1.8 MI N OF S-NTRCH US25W (Lat: 36.820000, Lng: -84.165278), Route carried "on" structure: Interstate 75, Year Built: 1967, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 16,886 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 20,601 (year 2040), Design Load: HS 20, Features Intersected: KY 836
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.883, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.52m (1.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $860,000, Total Project Cost: $860,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 118B00046L, Location: 1.8 MI N OF S-NTRCH US25W (Lat: 36.820000, Lng: -84.165278), Route carried "on" structure: Interstate 75, Year Built: 1967, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 16,886 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 20,601 (year 2040), Design Load: HS 20, Features Intersected: KY 836
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.883, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.52m (1.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $860,000, Total Project Cost: $860,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 118B00046R, Location: 1.8 MI N OF S-NTRCH US25W (Lat: 36.820000, Lng: -84.165000), Route carried "on" structure: Interstate 75, Year Built: 1967, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 16,886 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 20,601 (year 2040), Design Load: HS 20, Features Intersected: KY 836
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.909, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.41m (1.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $670,000, Total Project Cost: $670,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 118B00046R, Location: 1.8 MI N OF S-NTRCH US25W (Lat: 36.820000, Lng: -84.165000), Route carried "on" structure: Interstate 75, Year Built: 1967, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 16,886 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 20,601 (year 2040), Design Load: HS 20, Features Intersected: KY 836
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.909, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.7m (41.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.41m (1.35ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $670,000, Total Project Cost: $670,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 118B00047N, Location: 4.2 MI S OF N-JCT US 25W (Lat: 36.860833, Lng: -84.150278), Route carried "on" structure: Interstate 75, Year Built: 1966, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 33,772 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 41,201 (year 2040), Design Load: HS 20, Features Intersected: KY 3000-TIDAL WAVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.691, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft)
Condition: Culverts: Fair, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.09m (0.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $70,000, Total Project Cost: $70,000
Structure Number: 118B00047N, Location: 4.2 MI S OF N-JCT US 25W (Lat: 36.860833, Lng: -84.150278), Route carried "on" structure: Interstate 75, Year Built: 1966, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 33,772 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 41,201 (year 2040), Design Load: HS 20, Features Intersected: KY 3000-TIDAL WAVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.691, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft)
Condition: Culverts: Fair, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.09m (0.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $70,000, Total Project Cost: $70,000
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Structure Number: 118B00062N, Location: 1.6 MI N OF S-NTRCH US25W (Lat: 36.817500, Lng: -84.165556), Route carried "on" structure: Interstate 75, Year Built: 1967, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 33,772 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 41,201 (year 2040), Design Load: HS 20, Features Intersected: BLAKE FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.636, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: March 2021
Structure Number: 118B00062N, Location: 1.6 MI N OF S-NTRCH US25W (Lat: 36.817500, Lng: -84.165556), Route carried "on" structure: Interstate 75, Year Built: 1967, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 33,772 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 41,201 (year 2040), Design Load: HS 20, Features Intersected: BLAKE FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.636, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: March 2021
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Structure Number: 118B00076N, Location: 1.3 MI NOR. OF JCT KY 779 (Lat: 36.820278, Lng: -84.044444), Route carried "on" structure: State highway 1064, Year Built: 1951, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 856 (year 2020), Average Future Daily Traffic: 753 (year 2040), Design Load: H 15, Features Intersected: MEADOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.349, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable 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 24 months, Inspection Date: March 2021
Structure Number: 118B00076N, Location: 1.3 MI NOR. OF JCT KY 779 (Lat: 36.820278, Lng: -84.044444), Route carried "on" structure: State highway 1064, Year Built: 1951, Status: Posted for load, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 856 (year 2020), Average Future Daily Traffic: 753 (year 2040), Design Load: H 15, Features Intersected: MEADOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.349, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable 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 24 months, Inspection Date: March 2021
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Structure Number: 118B00096N, Location: .25 MI.SOU. JCT KY 511 (Lat: 36.825000, Lng: -84.121389), Route carried "on" structure: State highway 26, Year Built: 1983, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,615 (year 2019), Average Future Daily Traffic: 1,421 (year 2039), Design Load: HS 20, Features Intersected: CARR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.846, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 118B00096N, Location: .25 MI.SOU. JCT KY 511 (Lat: 36.825000, Lng: -84.121389), Route carried "on" structure: State highway 26, Year Built: 1983, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,615 (year 2019), Average Future Daily Traffic: 1,421 (year 2039), Design Load: HS 20, Features Intersected: CARR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.846, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 118B00097N, Location: .15 MI. N.E. KY 511 (Lat: 36.828333, Lng: -84.117222), Route carried "on" structure: State highway 26, Year Built: 1984, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 2,196 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,932 (year 2039), Design Load: HS 20, Features Intersected: WATTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.343, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 118B00097N, Location: .15 MI. N.E. KY 511 (Lat: 36.828333, Lng: -84.117222), Route carried "on" structure: State highway 26, Year Built: 1984, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 2,196 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,932 (year 2039), Design Load: HS 20, Features Intersected: WATTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.343, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 118B00098N, Location: 2.3 MI.NOR KY 511 (Lat: 36.859167, Lng: -84.118056), Route carried "on" structure: State highway 26, Year Built: 1984, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,196 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,932 (year 2039), Design Load: HS 20, Features Intersected: BR OF WATTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.980, 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: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 118B00098N, Location: 2.3 MI.NOR KY 511 (Lat: 36.859167, Lng: -84.118056), Route carried "on" structure: State highway 26, Year Built: 1984, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2,196 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,932 (year 2039), Design Load: HS 20, Features Intersected: BR OF WATTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.980, 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: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, 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: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 118B00099N, Location: 2.8 MI. NOR JCT KY 511 (Lat: 36.866389, Lng: -84.122500), Route carried "on" structure: State highway 26, Year Built: 1984, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,196 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,932 (year 2039), Design Load: HS 20, Features Intersected: WATTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.918, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 38.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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 24 months, Inspection Date: March 2021
Structure Number: 118B00099N, Location: 2.8 MI. NOR JCT KY 511 (Lat: 36.866389, Lng: -84.122500), Route carried "on" structure: State highway 26, Year Built: 1984, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,196 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,932 (year 2039), Design Load: HS 20, Features Intersected: WATTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.918, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 38.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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 24 months, Inspection Date: March 2021
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Structure Number: 118B00103N, Location: 1.8 MI. E JCT KY 26 (Lat: 36.780278, Lng: -84.108333), Route carried "on" structure: State highway 779, Year Built: 1981, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 510 (year 2020), Average Future Daily Traffic: 448 (year 2040), Design Load: HS 20, Features Intersected: BROWNS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.887, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 80.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.4 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: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 118B00103N, Location: 1.8 MI. E JCT KY 26 (Lat: 36.780278, Lng: -84.108333), Route carried "on" structure: State highway 779, Year Built: 1981, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 510 (year 2020), Average Future Daily Traffic: 448 (year 2040), Design Load: HS 20, Features Intersected: BROWNS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.887, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 80.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.4 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: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 118C00004N, Location: .05 MI E OF JCT KY 26 (Lat: 36.806389, Lng: -84.124167), Route carried "on" structure: County highway 1029, Year Built: 1975, Status: Posted for load, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 200 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: HS 20, Features Intersected: WATTS CREEK, Facility Carried by Structure: JACKS FORK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.084, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 40.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 0.18m (0.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $155,000, Total Project Cost: $154,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 118C00004N, Location: .05 MI E OF JCT KY 26 (Lat: 36.806389, Lng: -84.124167), Route carried "on" structure: County highway 1029, Year Built: 1975, Status: Posted for load, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 200 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Design Load: HS 20, Features Intersected: WATTS CREEK, Facility Carried by Structure: JACKS FORK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.084, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 40.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: 10.0 - 19.9% below), Length Of Structure Improvement: 0.18m (0.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $155,000, Total Project Cost: $154,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 118C00048N, Location: 1.4 MI. S. OF KY 511 (Lat: 36.829722, Lng: -84.172500), Route carried "on" structure: County highway 1108, Year Built: 1983, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 50 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Features Intersected: BLAKE FORK, Facility Carried by Structure: WALDEN-BUFFALO CH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.382, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 2.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 2.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.12m (0.39ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: May 2021, Bridge Improvement Cost: $75,000, Total Project Cost: $75,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 118C00048N, Location: 1.4 MI. S. OF KY 511 (Lat: 36.829722, Lng: -84.172500), Route carried "on" structure: County highway 1108, Year Built: 1983, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 50 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Features Intersected: BLAKE FORK, Facility Carried by Structure: WALDEN-BUFFALO CH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.382, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 2.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 2.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.12m (0.39ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: May 2021, Bridge Improvement Cost: $75,000, Total Project Cost: $75,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 118C00074N, Location: 0.1 M SE OF JCT CR 5028 (Lat: 36.828889, Lng: -84.097500), Route carried "on" structure: County highway 1034, Year Built: 2021, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 100 (year 2021), Average Future Daily Traffic: 2,041 (year 2041), Design Load: Greater than HL93, Features Intersected: Colonel Creek, Facility Carried by Structure: Imperial Hollow Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.068, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), 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: 14.2m (46.6ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.3 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: 45.0 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 118C00074N, Location: 0.1 M SE OF JCT CR 5028 (Lat: 36.828889, Lng: -84.097500), Route carried "on" structure: County highway 1034, Year Built: 2021, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 100 (year 2021), Average Future Daily Traffic: 2,041 (year 2041), Design Load: Greater than HL93, Features Intersected: Colonel Creek, Facility Carried by Structure: Imperial Hollow Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.068, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), 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: 14.2m (46.6ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 58.3 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: 45.0 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, 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: 118B00010N, Location: .80 MI W OF JCT KY 836 (Lat: 36.843056, Lng: -84.160833), Route carried "under" structure: Interstate 75, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 33,772 (year 2020), Truck Traffic: 28%, Features Intersected: I-75 @ 18.970, Facility Carried by Structure: KY-511
Minimum Vertical Clearance: 5.87m (19.26ft), Kilometerpoint: 30.521, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 22.3m (73.2ft)
Structure Number: 118B00010N, Location: .80 MI W OF JCT KY 836 (Lat: 36.843056, Lng: -84.160833), Route carried "under" structure: Interstate 75, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 33,772 (year 2020), Truck Traffic: 28%, Features Intersected: I-75 @ 18.970, Facility Carried by Structure: KY-511
Minimum Vertical Clearance: 5.87m (19.26ft), Kilometerpoint: 30.521, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Length of Maximum Span: 22.3m (73.2ft)
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Structure Number: 118B00046L, Location: 1.8 MI N OF S-NTRCH US25W (Lat: 36.820000, Lng: -84.165278), Route carried "under" structure: State highway 836, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 667 (year 2018), Features Intersected: KY 836, Facility Carried by Structure: I-75 NC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.123, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 16.2m (53.1ft)
Structure Number: 118B00046L, Location: 1.8 MI N OF S-NTRCH US25W (Lat: 36.820000, Lng: -84.165278), Route carried "under" structure: State highway 836, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 667 (year 2018), Features Intersected: KY 836, Facility Carried by Structure: I-75 NC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.123, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 16.2m (53.1ft)
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Structure Number: 118B00046R, Location: 1.8 MI N OF S-NTRCH US25W (Lat: 36.820000, Lng: -84.165000), Route carried "under" structure: State highway 836, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 667 (year 2018), Features Intersected: KY 836, Facility Carried by Structure: I-75
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.150, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 16.2m (53.1ft)
Structure Number: 118B00046R, Location: 1.8 MI N OF S-NTRCH US25W (Lat: 36.820000, Lng: -84.165000), Route carried "under" structure: State highway 836, Year Built: 1967, Structure Length: 0. m, Average Daily Traffic: 667 (year 2018), Features Intersected: KY 836, Facility Carried by Structure: I-75
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.150, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Tee Beam, Length of Maximum Span: 16.2m (53.1ft)
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Structure Number: 118B00047N, Location: 4.2 MI S OF N-JCT US 25W (Lat: 36.860833, Lng: -84.150278), Route carried "under" structure: County highway 1098, Year Built: 1966, Structure Length: 0. m, Features Intersected: KY 3000-TIDAL WAVE RD, Facility Carried by Structure: I-75
Minimum Vertical Clearance: 3.96m (12.99ft), Kilometerpoint: 5.311, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 7.9m (25.9ft)
Structure Number: 118B00047N, Location: 4.2 MI S OF N-JCT US 25W (Lat: 36.860833, Lng: -84.150278), Route carried "under" structure: County highway 1098, Year Built: 1966, Structure Length: 0. m, Features Intersected: KY 3000-TIDAL WAVE RD, Facility Carried by Structure: I-75
Minimum Vertical Clearance: 3.96m (12.99ft), Kilometerpoint: 5.311, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 7.9m (25.9ft)