Bridge Statistics for Hendron, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 85ft / 26.3mTotal length
- 52,287Total average daily traffic
- 8,815Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Hendron
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 11960-1969
- 31970-1979
- 11980-1989
- 21990-1999
- 12000-2009
- 22010-2019
- Bridge Condition - Deck
- 10.0%Very good
- 60.0%Good
- 10.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Superstructure
- 30.0%Very good
- 40.0%Good
- 10.0%Satisfactory
- 10.0%Fair
- 10.0%Poor
- Bridge Condition - Substructure
- 30.0%Very good
- 40.0%Good
- 10.0%Satisfactory
- 10.0%Fair
- 10.0%Poor
- Bridge Condition - Channel
- 33.3%Very good
- 44.4%Good
- 11.1%Satisfactory
- 11.1%Fair
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Structure Number: 73B00011N, Location: .40 MI NOR. OF JCT KY 348 (Lat: 36.972500, Lng: -88.635000), Route carried "on" structure: State highway 1014, Year Built: 1955, Status: Posted for load, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 618 (year 2016), Average Future Daily Traffic: 537 (year 2036), Design Load: H 15, Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.811, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 73B00011N, Location: .40 MI NOR. OF JCT KY 348 (Lat: 36.972500, Lng: -88.635000), Route carried "on" structure: State highway 1014, Year Built: 1955, Status: Posted for load, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 618 (year 2016), Average Future Daily Traffic: 537 (year 2036), Design Load: H 15, Features Intersected: UNNAMED STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.811, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 73B00016N, Location: .05 MI NOR. OF JCT KY 101 (Lat: 37.018611, Lng: -88.630278), Route carried "on" structure: State highway 994, Year Built: 1969, Status: Posted for load, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 3,565 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,137 (year 2040), Design Load: H 20, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.249, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 43.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 73B00016N, Location: .05 MI NOR. OF JCT KY 101 (Lat: 37.018611, Lng: -88.630278), Route carried "on" structure: State highway 994, Year Built: 1969, Status: Posted for load, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 3,565 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,137 (year 2040), Design Load: H 20, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.249, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 43.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 73B00017N, Location: .80 MI NOR. OF JCT KY 348 (Lat: 36.977500, Lng: -88.616389), Route carried "on" structure: State highway 994, Year Built: 1971, Status: Posted for load, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 1,236 (year 2020), Average Future Daily Traffic: 1,087 (year 2040), Design Load: H 15, Features Intersected: BOTTOM DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.073, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 73B00017N, Location: .80 MI NOR. OF JCT KY 348 (Lat: 36.977500, Lng: -88.616389), Route carried "on" structure: State highway 994, Year Built: 1971, Status: Posted for load, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 1,236 (year 2020), Average Future Daily Traffic: 1,087 (year 2040), Design Load: H 15, Features Intersected: BOTTOM DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.073, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 9.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 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: 73B00122N, Location: OVER I-24 @ MP 8.610 (Lat: 37.035278, Lng: -88.627778), Route carried "on" structure: State highway 994, Year Built: 1975, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 4,149 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 3,858 (year 2038), Design Load: HS 20, Features Intersected: I-24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.124, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: Latex Concrete
Structure Number: 73B00122N, Location: OVER I-24 @ MP 8.610 (Lat: 37.035278, Lng: -88.627778), Route carried "on" structure: State highway 994, Year Built: 1975, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 4,149 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 3,858 (year 2038), Design Load: HS 20, Features Intersected: I-24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.124, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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: Latex Concrete
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Structure Number: 73B00172N, Location: .65 MI. Sou of JCT KY-999 (Lat: 36.984444, Lng: -88.634444), Route carried "on" structure: State highway 1014, Year Built: 2012, Status: Open, Structure Length: 2.30m (7.55ft), Average Daily Traffic: 1,030 (year 2020), Average Future Daily Traffic: 896 (year 2040), Design Load: HS 25 or greater, Features Intersected: Blizzard Bottom Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.140, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 73B00172N, Location: .65 MI. Sou of JCT KY-999 (Lat: 36.984444, Lng: -88.634444), Route carried "on" structure: State highway 1014, Year Built: 2012, Status: Open, Structure Length: 2.30m (7.55ft), Average Daily Traffic: 1,030 (year 2020), Average Future Daily Traffic: 896 (year 2040), Design Load: HS 25 or greater, Features Intersected: Blizzard Bottom Ditch
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.140, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 73B00176N, Location: .35 M. EAST OF KY-1014_ (Lat: 36.980000, Lng: -88.626667), Route carried "on" structure: State highway 1288, Year Built: 2016, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 241 (year 2020), Average Future Daily Traffic: 209 (year 2040), Design Load: Greater than HL93, Features Intersected: BILIZZARD PONDS DRAINGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.419, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), 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: Very good, Operating Rating: 76.5 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: 59.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 73B00176N, Location: .35 M. EAST OF KY-1014_ (Lat: 36.980000, Lng: -88.626667), Route carried "on" structure: State highway 1288, Year Built: 2016, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 241 (year 2020), Average Future Daily Traffic: 209 (year 2040), Design Load: Greater than HL93, Features Intersected: BILIZZARD PONDS DRAINGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.419, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), 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: Very good, Operating Rating: 76.5 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: 59.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 73C00052N, Location: 1.0 MI W. OF US 45 (Lat: 36.979444, Lng: -88.696389), Route carried "on" structure: County highway 1115, Year Built: 1984, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 819 (year 2014), Average Future Daily Traffic: 712 (year 2034), Design Load: HS 20, Features Intersected: MASSAC CREEK, Facility Carried by Structure: LOVELACEVILLE FLOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.567, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 73C00052N, Location: 1.0 MI W. OF US 45 (Lat: 36.979444, Lng: -88.696389), Route carried "on" structure: County highway 1115, Year Built: 1984, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 819 (year 2014), Average Future Daily Traffic: 712 (year 2034), Design Load: HS 20, Features Intersected: MASSAC CREEK, Facility Carried by Structure: LOVELACEVILLE FLOR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.567, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 73C00063N, Location: .7 MI. N. KY 348 (Lat: 36.972500, Lng: -88.644444), Route carried "on" structure: County highway 1111, Year Built: 1992, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 106 (year 2014), Average Future Daily Traffic: 92 (year 2034), Design Load: HS 25 or greater, Features Intersected: BR-BLIZZRD POND DRAIN CA, Facility Carried by Structure: DAVIS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.827, 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: 20.1m (65.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 73C00063N, Location: .7 MI. N. KY 348 (Lat: 36.972500, Lng: -88.644444), Route carried "on" structure: County highway 1111, Year Built: 1992, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 106 (year 2014), Average Future Daily Traffic: 92 (year 2034), Design Load: HS 25 or greater, Features Intersected: BR-BLIZZRD POND DRAIN CA, Facility Carried by Structure: DAVIS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.827, 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: 20.1m (65.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 73C00070N, Location: .35 MI W JCT KY 994 (Lat: 37.020278, Lng: -88.635000), Route carried "on" structure: County highway 1037, Year Built: 1993, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 184 (year 2014), Average Future Daily Traffic: 160 (year 2034), Design Load: HS 25 or greater, Features Intersected: BRANCH-CHAMPION CREEK, Facility Carried by Structure: SCHMIDT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.401, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 15.2m (49.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 73C00070N, Location: .35 MI W JCT KY 994 (Lat: 37.020278, Lng: -88.635000), Route carried "on" structure: County highway 1037, Year Built: 1993, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 184 (year 2014), Average Future Daily Traffic: 160 (year 2034), Design Load: HS 25 or greater, Features Intersected: BRANCH-CHAMPION CREEK, Facility Carried by Structure: SCHMIDT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.401, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 15.2m (49.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 73C00078N, Location: 0.3 MI.W. OF JCT. KY 1014 (Lat: 37.009722, Lng: -88.639722), Route carried "on" structure: County highway 1174, Year Built: 2006, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 925 (year 2014), Average Future Daily Traffic: 804 (year 2034), Design Load: HS 25 or greater, Features Intersected: CHAMPION CREEK, Facility Carried by Structure: CLARK LINE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.441, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 77.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 73C00078N, Location: 0.3 MI.W. OF JCT. KY 1014 (Lat: 37.009722, Lng: -88.639722), Route carried "on" structure: County highway 1174, Year Built: 2006, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 925 (year 2014), Average Future Daily Traffic: 804 (year 2034), Design Load: HS 25 or greater, Features Intersected: CHAMPION CREEK, Facility Carried by Structure: CLARK LINE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.441, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 77.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 73B00122N, Location: OVER I-24 @ MP 8.610 (Lat: 37.035278, Lng: -88.627778), Route carried "under" structure: Interstate 24, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 39,414 (year 2020), Truck Traffic: 21%, Features Intersected: I-24, Facility Carried by Structure: KY-994
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 13.866, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
Structure Number: 73B00122N, Location: OVER I-24 @ MP 8.610 (Lat: 37.035278, Lng: -88.627778), Route carried "under" structure: Interstate 24, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 39,414 (year 2020), Truck Traffic: 21%, Features Intersected: I-24, Facility Carried by Structure: KY-994
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 13.866, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)