Bridge Statistics for Bradfordsville, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 180ft / 54.9mTotal length
- $164,000Total costs
- 7,459Total average daily traffic
- 277Total average daily truck traffic
- 6,590Total future (year 2026) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Bradfordsville
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 31930-1939
- 21950-1959
- 31960-1969
- 21980-1989
- 81990-1999
- 22000-2009
- 22010-2019
- Bridge Condition - Deck
- 15.8%Very good
- 68.4%Good
- 5.3%Satisfactory
- 10.5%Fair
- Bridge Condition - Superstructure
- 31.6%Very good
- 42.1%Good
- 10.5%Satisfactory
- 10.5%Fair
- 5.3%Poor
- Bridge Condition - Substructure
- 21.1%Very good
- 52.6%Good
- 21.1%Satisfactory
- 5.3%Fair
- Bridge Condition - Channel
- 8.7%Very good
- 65.2%Good
- 26.1%Satisfactory
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Fair
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Structure Number: 78B00011N, Location: 3.0 MI S.E. OF JCT KY 337 (Lat: 37.472222, Lng: -85.109167), Route carried "on" structure: State highway 49, Year Built: 1930, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 562 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 494 (year 2038), Features Intersected: WHITE OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.945, 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: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 78B00011N, Location: 3.0 MI S.E. OF JCT KY 337 (Lat: 37.472222, Lng: -85.109167), Route carried "on" structure: State highway 49, Year Built: 1930, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 562 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 494 (year 2038), Features Intersected: WHITE OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.945, 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: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 78B00016N, Location: .3 MI S OF W-JCT KY 49 (Lat: 37.490278, Lng: -85.170000), Route carried "on" structure: State highway 337, Year Built: 1934, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 323 (year 2020), Average Future Daily Traffic: 284 (year 2040), Design Load: H 15, Features Intersected: CABIN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.402, 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: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
Structure Number: 78B00016N, Location: .3 MI S OF W-JCT KY 49 (Lat: 37.490278, Lng: -85.170000), Route carried "on" structure: State highway 337, Year Built: 1934, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 323 (year 2020), Average Future Daily Traffic: 284 (year 2040), Design Load: H 15, Features Intersected: CABIN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.402, 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: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
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Structure Number: 78B00017N, Location: .8 MI S OF W-JCT KY 49 (Lat: 37.482500, Lng: -85.170556), Route carried "on" structure: State highway 337, Year Built: 1934, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 323 (year 2020), Average Future Daily Traffic: 284 (year 2040), Features Intersected: CABIN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.522, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, 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: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 78B00017N, Location: .8 MI S OF W-JCT KY 49 (Lat: 37.482500, Lng: -85.170556), Route carried "on" structure: State highway 337, Year Built: 1934, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 323 (year 2020), Average Future Daily Traffic: 284 (year 2040), Features Intersected: CABIN BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.522, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, 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: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 78B00042N, Location: 2.0 MI N.E. OF JCT KY 49 (Lat: 37.514722, Lng: -85.118611), Route carried "on" structure: State highway 337, Year Built: 1954, Status: Posted for load, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 332 (year 2018), Average Future Daily Traffic: 292 (year 2038), Design Load: H 15, Features Intersected: JONES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.617, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 78B00042N, Location: 2.0 MI N.E. OF JCT KY 49 (Lat: 37.514722, Lng: -85.118611), Route carried "on" structure: State highway 337, Year Built: 1954, Status: Posted for load, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 332 (year 2018), Average Future Daily Traffic: 292 (year 2038), Design Load: H 15, Features Intersected: JONES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.617, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: 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: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 78B00054N, Location: 1.8 MI S.W. OF JCT KY 49 (Lat: 37.480000, Lng: -85.202500), Route carried "on" structure: State highway 1157, Year Built: 1951, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 189 (year 2018), Average Future Daily Traffic: 166 (year 2038), Design Load: H 15, Features Intersected: MEDLOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.418, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
Structure Number: 78B00054N, Location: 1.8 MI S.W. OF JCT KY 49 (Lat: 37.480000, Lng: -85.202500), Route carried "on" structure: State highway 1157, Year Built: 1951, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 189 (year 2018), Average Future Daily Traffic: 166 (year 2038), Design Load: H 15, Features Intersected: MEDLOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.418, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020
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Structure Number: 78B00075N, Location: 0.6 Miles South of KY 337 (Lat: 37.491944, Lng: -85.159722), Route carried "on" structure: State highway 49, Year Built: 1984, Status: Open, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 1,343 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,181 (year 2039), Design Load: HS 20, Features Intersected: BIG SOUTH FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.855, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 78B00075N, Location: 0.6 Miles South of KY 337 (Lat: 37.491944, Lng: -85.159722), Route carried "on" structure: State highway 49, Year Built: 1984, Status: Open, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 1,343 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,181 (year 2039), Design Load: HS 20, Features Intersected: BIG SOUTH FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.855, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 78B00076N, Location: .5 MI NW OF JCT KY 1157 (Lat: 37.501389, Lng: -85.186944), Route carried "on" structure: State highway 49, Year Built: 1984, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 1,376 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,210 (year 2040), Design Load: HS 20, Features Intersected: ROLLING FORK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.929, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 85.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 78B00076N, Location: .5 MI NW OF JCT KY 1157 (Lat: 37.501389, Lng: -85.186944), Route carried "on" structure: State highway 49, Year Built: 1984, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 1,376 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,210 (year 2040), Design Load: HS 20, Features Intersected: ROLLING FORK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.929, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 85.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: 78B00086N, Location: 1.5 MI. NW OF JCT KY 1157 (Lat: 37.511944, Lng: -85.197222), Route carried "on" structure: State highway 49, Year Built: 2004, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,376 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,210 (year 2040), Design Load: HS 25 or greater, Features Intersected: POPE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.715, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 78B00086N, Location: 1.5 MI. NW OF JCT KY 1157 (Lat: 37.511944, Lng: -85.197222), Route carried "on" structure: State highway 49, Year Built: 2004, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,376 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,210 (year 2040), Design Load: HS 25 or greater, Features Intersected: POPE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.715, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 78C00027N, Location: 400 FT S OF JCT KY 337 (Lat: 37.515556, Lng: -85.110000), Route carried "on" structure: County highway 1118, Year Built: 1960, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 219 (year 2006), Average Future Daily Traffic: 234 (year 2026), Features Intersected: JONES CREEK, Facility Carried by Structure: JONES CRK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.171, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.17m (0.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $91,000, Total Project Cost: $91,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 78C00027N, Location: 400 FT S OF JCT KY 337 (Lat: 37.515556, Lng: -85.110000), Route carried "on" structure: County highway 1118, Year Built: 1960, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 219 (year 2006), Average Future Daily Traffic: 234 (year 2026), Features Intersected: JONES CREEK, Facility Carried by Structure: JONES CRK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.171, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 83.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.17m (0.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $91,000, Total Project Cost: $91,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 78C00028N, Location: 0.9 MI SE OF JCT KY 337 (Lat: 37.515000, Lng: -85.096389), Route carried "on" structure: County highway 1118, Year Built: 1960, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 140 (year 2010), Average Future Daily Traffic: 121 (year 2030), Features Intersected: Jones Creek, Facility Carried by Structure: Jones Creek Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.474, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.2m (23.6ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 3.6m (11.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.3 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $74,000, Total Project Cost: $73,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 78C00028N, Location: 0.9 MI SE OF JCT KY 337 (Lat: 37.515000, Lng: -85.096389), Route carried "on" structure: County highway 1118, Year Built: 1960, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 140 (year 2010), Average Future Daily Traffic: 121 (year 2030), Features Intersected: Jones Creek, Facility Carried by Structure: Jones Creek Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.474, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.2m (23.6ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 3.6m (11.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.3 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $74,000, Total Project Cost: $73,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 78C00042N, Location: 0.7 MI SE OF JCT KY 1157 (Lat: 37.471389, Lng: -85.196667), Route carried "on" structure: County highway 1141, Year Built: 1960, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 116 (year 2010), Average Future Daily Traffic: 100 (year 2030), Features Intersected: MEDLOCK CREEK, Facility Carried by Structure: MEDLOCK CRK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.019, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 78C00042N, Location: 0.7 MI SE OF JCT KY 1157 (Lat: 37.471389, Lng: -85.196667), Route carried "on" structure: County highway 1141, Year Built: 1960, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 116 (year 2010), Average Future Daily Traffic: 100 (year 2030), Features Intersected: MEDLOCK CREEK, Facility Carried by Structure: MEDLOCK CRK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.019, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 59.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 78C00083N, Location: .6 MI N KY 49 (Lat: 37.520000, Lng: -85.188611), Route carried "on" structure: County highway 1108, Year Built: 1991, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 159 (year 2010), Average Future Daily Traffic: 138 (year 2030), Design Load: HS 25 or greater, Features Intersected: POPE CREEK, Facility Carried by Structure: POPES CRK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.443, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), 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: 15.5m (50.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 84.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 78C00083N, Location: .6 MI N KY 49 (Lat: 37.520000, Lng: -85.188611), Route carried "on" structure: County highway 1108, Year Built: 1991, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 159 (year 2010), Average Future Daily Traffic: 138 (year 2030), Design Load: HS 25 or greater, Features Intersected: POPE CREEK, Facility Carried by Structure: POPES CRK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.443, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), 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: 15.5m (50.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 84.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 78C00085N, Location: 1 Mile SW of KY 49 (Lat: 37.476944, Lng: -85.139444), Route carried "on" structure: County highway 1136, Year Built: 1992, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 68 (year 2010), Average Future Daily Traffic: 59 (year 2030), Design Load: HS 25 or greater, Features Intersected: Lick Creek, Facility Carried by Structure: Old Lick Creek Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.703, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), 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: 10.1m (33.1ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 78C00085N, Location: 1 Mile SW of KY 49 (Lat: 37.476944, Lng: -85.139444), Route carried "on" structure: County highway 1136, Year Built: 1992, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 68 (year 2010), Average Future Daily Traffic: 59 (year 2030), Design Load: HS 25 or greater, Features Intersected: Lick Creek, Facility Carried by Structure: Old Lick Creek Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.703, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), 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: 10.1m (33.1ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 78C00086N, Location: 2.5 MI NE KY 49 (Lat: 37.538889, Lng: -85.173333), Route carried "on" structure: County highway 1108, Year Built: 1992, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 159 (year 2010), Average Future Daily Traffic: 138 (year 2030), Design Load: HS 25 or greater, Features Intersected: POPE CREEK, Facility Carried by Structure: POPES CRK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.762, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), 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: 15.8m (51.8ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 84.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 78C00086N, Location: 2.5 MI NE KY 49 (Lat: 37.538889, Lng: -85.173333), Route carried "on" structure: County highway 1108, Year Built: 1992, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 159 (year 2010), Average Future Daily Traffic: 138 (year 2030), Design Load: HS 25 or greater, Features Intersected: POPE CREEK, Facility Carried by Structure: POPES CRK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.762, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), 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: 15.8m (51.8ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 84.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 78C00087N, Location: 10 FT EAST KY 49 (Lat: 37.514167, Lng: -85.195556), Route carried "on" structure: County highway 1108, Year Built: 1992, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 159 (year 2010), Average Future Daily Traffic: 138 (year 2030), Design Load: HS 25 or greater, Features Intersected: POPE CREEK, Facility Carried by Structure: POPES CRK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.510, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 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: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 78C00087N, Location: 10 FT EAST KY 49 (Lat: 37.514167, Lng: -85.195556), Route carried "on" structure: County highway 1108, Year Built: 1992, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 159 (year 2010), Average Future Daily Traffic: 138 (year 2030), Design Load: HS 25 or greater, Features Intersected: POPE CREEK, Facility Carried by Structure: POPES CRK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.510, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 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: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 78C00105N, Location: 0.25 Miles N of River Rd. (Lat: 37.505278, Lng: -85.135000), Route carried "on" structure: County highway 1112, Year Built: 1994, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 8 (year 2010), Average Future Daily Traffic: 6 (year 2030), Design Load: HS 25 or greater, Features Intersected: WHEELER BRANCH, Facility Carried by Structure: WHEELER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.727, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 78C00105N, Location: 0.25 Miles N of River Rd. (Lat: 37.505278, Lng: -85.135000), Route carried "on" structure: County highway 1112, Year Built: 1994, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 8 (year 2010), Average Future Daily Traffic: 6 (year 2030), Design Load: HS 25 or greater, Features Intersected: WHEELER BRANCH, Facility Carried by Structure: WHEELER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.727, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 78C00113N, Location: .1 MI SE JCT KY 1157 (Lat: 37.478056, Lng: -85.201111), Route carried "on" structure: County highway 1141, Year Built: 1995, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 116 (year 2010), Average Future Daily Traffic: 100 (year 2030), Design Load: HS 25 or greater, Features Intersected: MEDLOCK BRANCH, Facility Carried by Structure: MEDLOCK CRK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.121, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), 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: 14.3m (46.9ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 78C00113N, Location: .1 MI SE JCT KY 1157 (Lat: 37.478056, Lng: -85.201111), Route carried "on" structure: County highway 1141, Year Built: 1995, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 116 (year 2010), Average Future Daily Traffic: 100 (year 2030), Design Load: HS 25 or greater, Features Intersected: MEDLOCK BRANCH, Facility Carried by Structure: MEDLOCK CRK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.121, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), 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: 14.3m (46.9ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 78C00121N, Location: 60' West of KY 49 (Lat: 37.488333, Lng: -85.132500), Route carried "on" structure: County highway 1136, Year Built: 1996, Status: Posted for load, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 74 (year 2010), Average Future Daily Traffic: 64 (year 2030), Features Intersected: Big South Fork, Facility Carried by Structure: Old Lick Creek Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.188, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.9 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: Equal to present minimum criteria, 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 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 78C00121N, Location: 60' West of KY 49 (Lat: 37.488333, Lng: -85.132500), Route carried "on" structure: County highway 1136, Year Built: 1996, Status: Posted for load, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 74 (year 2010), Average Future Daily Traffic: 64 (year 2030), Features Intersected: Big South Fork, Facility Carried by Structure: Old Lick Creek Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.188, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 36.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.9 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: Equal to present minimum criteria, 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 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 78C00122N, Location: .9 MI-NE JCT KY 337 (Lat: 37.506111, Lng: -85.143056), Route carried "on" structure: County highway 1114, Year Built: 1996, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 80 (year 2010), Average Future Daily Traffic: 69 (year 2030), Design Load: HS 25 or greater, Features Intersected: NORTH ROLLING FORK, Facility Carried by Structure: RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.350, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 78C00122N, Location: .9 MI-NE JCT KY 337 (Lat: 37.506111, Lng: -85.143056), Route carried "on" structure: County highway 1114, Year Built: 1996, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 80 (year 2010), Average Future Daily Traffic: 69 (year 2030), Design Load: HS 25 or greater, Features Intersected: NORTH ROLLING FORK, Facility Carried by Structure: RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.350, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 78C00133N, Location: 0.9 MI N. JCT. KY 337 (Lat: 37.535833, Lng: -85.109722), Route carried "on" structure: County highway 1119, Year Built: 2004, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 126 (year 2010), Average Future Daily Traffic: 109 (year 2030), Features Intersected: FALLOWELL CREEK, Facility Carried by Structure: SILOAM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.859, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 78C00133N, Location: 0.9 MI N. JCT. KY 337 (Lat: 37.535833, Lng: -85.109722), Route carried "on" structure: County highway 1119, Year Built: 2004, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 126 (year 2010), Average Future Daily Traffic: 109 (year 2030), Features Intersected: FALLOWELL CREEK, Facility Carried by Structure: SILOAM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.859, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 78C00148N, Location: _0.5 M N of jct KY337 (Lat: 37.526944, Lng: -85.108333), Route carried "on" structure: County highway 1119, Year Built: 2016, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 126 (year 2010), Average Future Daily Traffic: 109 (year 2030), Features Intersected: _Hancock Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, 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: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 78C00148N, Location: _0.5 M N of jct KY337 (Lat: 37.526944, Lng: -85.108333), Route carried "on" structure: County highway 1119, Year Built: 2016, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 126 (year 2010), Average Future Daily Traffic: 109 (year 2030), Features Intersected: _Hancock Branch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, 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: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 78C00151N, Location: .3 Mi N of ThreePinesRd. (Lat: 37.508056, Lng: -85.205833), Route carried "on" structure: County highway 1158, Year Built: 1901, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 30 (year 2018), Average Future Daily Traffic: 37 (year 2038), Features Intersected: Pope Creek, Facility Carried by Structure: Tucker Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.394, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 3.6m (11.8ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 5.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 78C00151N, Location: .3 Mi N of ThreePinesRd. (Lat: 37.508056, Lng: -85.205833), Route carried "on" structure: County highway 1158, Year Built: 1901, Status: Posted for load, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 30 (year 2018), Average Future Daily Traffic: 37 (year 2038), Features Intersected: Pope Creek, Facility Carried by Structure: Tucker Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.394, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 3.6m (11.8ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 5.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 78C00152N, Location: 0.2 Mi E of Jct KY 49 (Lat: 37.473611, Lng: -85.107222), Route carried "on" structure: County highway 1127, Year Built: 2018, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 55 (year 2010), Average Future Daily Traffic: 47 (year 2030), Features Intersected: White Oak Creek, Facility Carried by Structure: White Oak Crk Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.245, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 78C00152N, Location: 0.2 Mi E of Jct KY 49 (Lat: 37.473611, Lng: -85.107222), Route carried "on" structure: County highway 1127, Year Built: 2018, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 55 (year 2010), Average Future Daily Traffic: 47 (year 2030), Features Intersected: White Oak Creek, Facility Carried by Structure: White Oak Crk Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.245, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete