Bridge Statistics for Vine Grove, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 135ft / 40.7mTotal length
- $137,000Total costs
- 39,284Total average daily traffic
- 2,543Total average daily truck traffic
- 37,350Total future (year 2026) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Vine Grove
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 11960-1969
- 11980-1989
- 31990-1999
- 12000-2009
- 32010-2019
- Bridge Condition - Deck
- 55.6%Very good
- 33.3%Good
- 11.1%Satisfactory
- Bridge Condition - Superstructure
- 55.6%Very good
- 22.2%Good
- 11.1%Satisfactory
- 11.1%Fair
- Bridge Condition - Substructure
- 33.3%Very good
- 55.6%Good
- 11.1%Satisfactory
- Bridge Condition - Channel
- 25.0%Very good
- 75.0%Good
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Structure Number: 47B00005N, Location: 1.5 MI W OF JCT KY 447 (Lat: 37.809167, Lng: -85.951389), Route carried "on" structure: State highway 1500, Year Built: 1954, Status: Posted for load, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 3,157 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 2,936 (year 2039), Design Load: H 15, Features Intersected: BRUSHY FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.835, 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: 4.6m (15.1ft)
Condition: Channel: Good, 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: 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: November 2021
Structure Number: 47B00005N, Location: 1.5 MI W OF JCT KY 447 (Lat: 37.809167, Lng: -85.951389), Route carried "on" structure: State highway 1500, Year Built: 1954, Status: Posted for load, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 3,157 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 2,936 (year 2039), Design Load: H 15, Features Intersected: BRUSHY FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.835, 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: 4.6m (15.1ft)
Condition: Channel: Good, 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: 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: November 2021
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Structure Number: 47B00099N, Location: .02 MI NOR. OF JCT KY 144 (Lat: 37.812222, Lng: -85.988611), Route carried "on" structure: State highway 1500, Year Built: 1962, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 3,280 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 3,050 (year 2037), Design Load: H 15, Features Intersected: BRUSHY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.981, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 40.2 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: 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.12m (0.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $138,000, Total Project Cost: $137,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 47B00099N, Location: .02 MI NOR. OF JCT KY 144 (Lat: 37.812222, Lng: -85.988611), Route carried "on" structure: State highway 1500, Year Built: 1962, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 3,280 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 3,050 (year 2037), Design Load: H 15, Features Intersected: BRUSHY FORK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.981, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 40.2 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: 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 0.12m (0.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $138,000, Total Project Cost: $137,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 47B00158N, Location: 1.8 MI. NW JCT KY 144 (Lat: 37.824722, Lng: -85.980000), Route carried "on" structure: State highway 313, Year Built: 1997, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 6,862 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 6,381 (year 2038), Design Load: HS 25 or greater, Features Intersected: P&L RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.394, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 47B00158N, Location: 1.8 MI. NW JCT KY 144 (Lat: 37.824722, Lng: -85.980000), Route carried "on" structure: State highway 313, Year Built: 1997, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 6,862 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 6,381 (year 2038), Design Load: HS 25 or greater, Features Intersected: P&L RAILWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.394, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 17.3m (56.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 47B00158R, Location: 1.8 MI NW Jct KY 144 (Lat: 37.825000, Lng: -85.979722), Route carried "on" structure: State highway 313, Year Built: 2019, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 6,862 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 6,381 (year 2038), Design Load: Greater than HL93, Features Intersected: P&L Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.391, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 80.7 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: 62.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 47B00158R, Location: 1.8 MI NW Jct KY 144 (Lat: 37.825000, Lng: -85.979722), Route carried "on" structure: State highway 313, Year Built: 2019, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 6,862 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 6,381 (year 2038), Design Load: Greater than HL93, Features Intersected: P&L Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.391, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 12 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 80.7 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: 62.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 47B00159N, Location: 2.3 MI.SW JCT HS 31W (Lat: 37.817222, Lng: -85.970278), Route carried "on" structure: State highway 144, Year Built: 1997, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 4,425 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,115 (year 2040), Design Load: HS 25 or greater, Features Intersected: BRUSHY FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.949, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.3m (46.9ft)
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: 60.0 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 desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 47B00159N, Location: 2.3 MI.SW JCT HS 31W (Lat: 37.817222, Lng: -85.970278), Route carried "on" structure: State highway 144, Year Built: 1997, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 4,425 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,115 (year 2040), Design Load: HS 25 or greater, Features Intersected: BRUSHY FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.949, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.3m (46.9ft)
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: 60.0 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 desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 47B00163N, Location: .40 MI. EAST OF JCT 1600 (Lat: 37.807222, Lng: -86.025000), Route carried "on" structure: State highway 1882, Year Built: 2005, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 1,409 (year 2017), Average Future Daily Traffic: 1,239 (year 2037), Design Load: HS 25 or greater, Features Intersected: SINK HOLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.703, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
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: 71.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 47B00163N, Location: .40 MI. EAST OF JCT 1600 (Lat: 37.807222, Lng: -86.025000), Route carried "on" structure: State highway 1882, Year Built: 2005, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 1,409 (year 2017), Average Future Daily Traffic: 1,239 (year 2037), Design Load: HS 25 or greater, Features Intersected: SINK HOLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.703, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
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: 71.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 47B00177N, Location: 1 mile NE of KY 1600 (Lat: 37.797222, Lng: -85.996944), Route carried "on" structure: State highway 391, Year Built: 2015, Status: Posted for load, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 1,196 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,052 (year 2038), Design Load: Greater than HL93, Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.959, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.8 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: High priority of replacement, 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: 20.0 - 29.9% below), 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: 47B00177N, Location: 1 mile NE of KY 1600 (Lat: 37.797222, Lng: -85.996944), Route carried "on" structure: State highway 391, Year Built: 2015, Status: Posted for load, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 1,196 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,052 (year 2038), Design Load: Greater than HL93, Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.959, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 40.8 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: High priority of replacement, 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: 20.0 - 29.9% below), 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: 47C00061N, Location: 100 FT. NORTH- KY 144 (Lat: 37.818333, Lng: -86.006667), Route carried "on" structure: City street 3038, Year Built: 1984, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 89 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Features Intersected: BRUSH FORK, Facility Carried by Structure: DITTO LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.021, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 6.5m (21.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.5 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 47C00061N, Location: 100 FT. NORTH- KY 144 (Lat: 37.818333, Lng: -86.006667), Route carried "on" structure: City street 3038, Year Built: 1984, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 89 (year 2006), Average Future Daily Traffic: 2,026 (year 2026), Features Intersected: BRUSH FORK, Facility Carried by Structure: DITTO LN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.021, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 6.5m (21.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.5 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 82B00018N, Location: @ HARDIN- MEADE CO LINE (Lat: 37.818611, Lng: -86.007500), Route carried "on" structure: State highway 144, Year Built: 1990, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 2,080 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,934 (year 2039), Design Load: HS 25 or greater, Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.002, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.6 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: Better than present minimum 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: 82B00018N, Location: @ HARDIN- MEADE CO LINE (Lat: 37.818611, Lng: -86.007500), Route carried "on" structure: State highway 144, Year Built: 1990, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 2,080 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,934 (year 2039), Design Load: HS 25 or greater, Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 51.002, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.6 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: Better than present minimum 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: 82B00023N, Location: 0.2 Mi S of Jct KY 1882 (Lat: 37.825000, Lng: -86.011389), Route carried "on" structure: State highway 313, Year Built: 2011, Status: Open, Structure Length: 13.75m (45.11ft), Average Daily Traffic: 9,924 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 8,236 (year 2039), Design Load: HL 93, Features Intersected: Otter Creek
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.669, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.8 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: 31.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, 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: 82B00023N, Location: 0.2 Mi S of Jct KY 1882 (Lat: 37.825000, Lng: -86.011389), Route carried "on" structure: State highway 313, Year Built: 2011, Status: Open, Structure Length: 13.75m (45.11ft), Average Daily Traffic: 9,924 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 8,236 (year 2039), Design Load: HL 93, Features Intersected: Otter Creek
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.669, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.8 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: 31.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, 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