Bridge Statistics for Hazel, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 72ft / 22.3mTotal length
- $106,000Total costs
- 13,099Total average daily traffic
- 1,387Total average daily truck traffic
- 12,173Total future (year 2031) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Hazel
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21950-1959
- 41970-1979
- 21980-1989
- 31990-1999
- 12000-2009
- Bridge Condition - Deck
- 20.0%Very good
- 10.0%Good
- 40.0%Satisfactory
- 30.0%Fair
- Bridge Condition - Superstructure
- 20.0%Very good
- 20.0%Good
- 30.0%Satisfactory
- 30.0%Fair
- Bridge Condition - Substructure
- 20.0%Very good
- 10.0%Good
- 30.0%Satisfactory
- 40.0%Fair
- Bridge Condition - Channel
- 7.7%Very good
- 7.7%Good
- 38.5%Satisfactory
- 38.5%Fair
- 7.7%Poor
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Structure Number: 18B00031N, Location: 2.1 MI NOR. OF TENN STA L (Lat: 36.531667, Lng: -88.324722), Route carried "on" structure: US 641, Year Built: 1931, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,358 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 5,036 (year 2040), Design Load: H 15, Features Intersected: MORRIS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.497, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 18B00031N, Location: 2.1 MI NOR. OF TENN STA L (Lat: 36.531667, Lng: -88.324722), Route carried "on" structure: US 641, Year Built: 1931, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 5,358 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 5,036 (year 2040), Design Load: H 15, Features Intersected: MORRIS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.497, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 18B00048N, Location: .90 MI EAST OF JCT US 641 (Lat: 36.502778, Lng: -88.311111), Route carried "on" structure: State highway 893, Year Built: 1950, Status: Posted for load, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 722 (year 2019), Average Future Daily Traffic: 635 (year 2039), Design Load: H 20, Features Intersected: East fork Clarks River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.799, 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: 0.3m (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: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 18B00048N, Location: .90 MI EAST OF JCT US 641 (Lat: 36.502778, Lng: -88.311111), Route carried "on" structure: State highway 893, Year Built: 1950, Status: Posted for load, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 722 (year 2019), Average Future Daily Traffic: 635 (year 2039), Design Load: H 20, Features Intersected: East fork Clarks River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.799, 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: 0.3m (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: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 18B00061N, Location: 4.3 MI N.W. OF JCT US 641 (Lat: 36.519167, Lng: -88.381944), Route carried "on" structure: State highway 893, Year Built: 1953, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 95 (year 2020), Average Future Daily Traffic: 82 (year 2040), Design Load: H 15, Features Intersected: PLEASANT GROVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.290, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 29.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.8 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: Superior to present desirable 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18B00061N, Location: 4.3 MI N.W. OF JCT US 641 (Lat: 36.519167, Lng: -88.381944), Route carried "on" structure: State highway 893, Year Built: 1953, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 95 (year 2020), Average Future Daily Traffic: 82 (year 2040), Design Load: H 15, Features Intersected: PLEASANT GROVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.290, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 29.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.8 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: Superior to present desirable 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18B00112N, Location: 1.1 MI.N. TENNESSEE LINE (Lat: 36.516389, Lng: -88.326111), Route carried "on" structure: US 641, Year Built: 1990, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 5,358 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 5,036 (year 2040), Design Load: HS 25 or greater, Features Intersected: BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.804, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18B00112N, Location: 1.1 MI.N. TENNESSEE LINE (Lat: 36.516389, Lng: -88.326111), Route carried "on" structure: US 641, Year Built: 1990, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 5,358 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 5,036 (year 2040), Design Load: HS 25 or greater, Features Intersected: BRUSHY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.804, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 18B00122N, Location: .26 MI. N. JCT KY 893 (Lat: 36.523056, Lng: -88.380833), Route carried "on" structure: State highway 783, Year Built: 1997, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 446 (year 2015), Average Future Daily Traffic: 392 (year 2035), Design Load: HS 25 or greater, Features Intersected: FARLEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.433, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 80.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18B00122N, Location: .26 MI. N. JCT KY 893 (Lat: 36.523056, Lng: -88.380833), Route carried "on" structure: State highway 783, Year Built: 1997, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 446 (year 2015), Average Future Daily Traffic: 392 (year 2035), Design Load: HS 25 or greater, Features Intersected: FARLEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.433, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 80.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18B00135N, Location: South of JCT of 121 (Lat: 36.500556, Lng: -88.341111), Route carried "on" structure: State highway 893, Year Built: 2009, Status: Open, Structure Length: 2.21m (7.25ft), Average Daily Traffic: 611 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 537 (year 2038), Design Load: HS 25 or greater, Features Intersected: Over Dry Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.094, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 22.1m (72.5ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.8 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18B00135N, Location: South of JCT of 121 (Lat: 36.500556, Lng: -88.341111), Route carried "on" structure: State highway 893, Year Built: 2009, Status: Open, Structure Length: 2.21m (7.25ft), Average Daily Traffic: 611 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 537 (year 2038), Design Load: HS 25 or greater, Features Intersected: Over Dry Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.094, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 22.1m (72.5ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 62.8 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: July 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: 18C00031N, Location: .3 M. E. OF U.S. HWY. 641 (Lat: 36.531111, Lng: -88.318611), Route carried "on" structure: County highway 1293, Year Built: 1978, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 118 (year 2011), Average Future Daily Traffic: 102 (year 2031), Features Intersected: E FK CLARKS RIVER, Facility Carried by Structure: GREEN PLAINS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.555, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 18C00031N, Location: .3 M. E. OF U.S. HWY. 641 (Lat: 36.531111, Lng: -88.318611), Route carried "on" structure: County highway 1293, Year Built: 1978, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 118 (year 2011), Average Future Daily Traffic: 102 (year 2031), Features Intersected: E FK CLARKS RIVER, Facility Carried by Structure: GREEN PLAINS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.555, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 18C00045N, Location: 1.4 M S OF KY. 1828 (Lat: 36.531944, Lng: -88.360833), Route carried "on" structure: County highway 1289, Year Built: 1978, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 181 (year 2011), Average Future Daily Traffic: 157 (year 2031), Features Intersected: PLEASANT GROVE CREEK, Facility Carried by Structure: BAKERS CROSSROAD D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.335, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18C00045N, Location: 1.4 M S OF KY. 1828 (Lat: 36.531944, Lng: -88.360833), Route carried "on" structure: County highway 1289, Year Built: 1978, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 181 (year 2011), Average Future Daily Traffic: 157 (year 2031), Features Intersected: PLEASANT GROVE CREEK, Facility Carried by Structure: BAKERS CROSSROAD D
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.335, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18C00047N, Location: 1 MI NE OF JCT US 641 (Lat: 36.517778, Lng: -88.314167), Route carried "on" structure: County highway 1291, Year Built: 1978, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 48 (year 2011), Average Future Daily Traffic: 41 (year 2031), Features Intersected: E FK CLARKS RIVER, Facility Carried by Structure: MEYERS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.263, Lanes on structure: 2, Owner: County 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), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
Structure Number: 18C00047N, Location: 1 MI NE OF JCT US 641 (Lat: 36.517778, Lng: -88.314167), Route carried "on" structure: County highway 1291, Year Built: 1978, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 48 (year 2011), Average Future Daily Traffic: 41 (year 2031), Features Intersected: E FK CLARKS RIVER, Facility Carried by Structure: MEYERS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.263, Lanes on structure: 2, Owner: County 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), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020
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Structure Number: 18C00049N, Location: .1 MI N OF JCT CR 5260 (Lat: 36.525000, Lng: -88.375833), Route carried "on" structure: County highway 1303, Year Built: 1978, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 14 (year 2011), Average Future Daily Traffic: 12 (year 2031), Features Intersected: PLEASANT GROVE CREEK, Facility Carried by Structure: Paschall Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.486, 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: 9.1m (29.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.2 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: 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: July 2020, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 18C00049N, Location: .1 MI N OF JCT CR 5260 (Lat: 36.525000, Lng: -88.375833), Route carried "on" structure: County highway 1303, Year Built: 1978, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 14 (year 2011), Average Future Daily Traffic: 12 (year 2031), Features Intersected: PLEASANT GROVE CREEK, Facility Carried by Structure: Paschall Rd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.486, 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: 9.1m (29.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.2 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: 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: July 2020, Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 18C00117N, Location: .7 MI NW OF US 641 (Lat: 36.512778, Lng: -88.333611), Route carried "on" structure: County highway 1295, Year Built: 1986, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 24 (year 2011), Average Future Daily Traffic: 20 (year 2031), Features Intersected: BRUSHY CREEK, Facility Carried by Structure: E W MILLER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.856, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, 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: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, 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), Length Of Structure Improvement: 0.09m (0.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $99,000, Roadway Improvement Cost: $8,000, Total Project Cost: $106,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 18C00117N, Location: .7 MI NW OF US 641 (Lat: 36.512778, Lng: -88.333611), Route carried "on" structure: County highway 1295, Year Built: 1986, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 24 (year 2011), Average Future Daily Traffic: 20 (year 2031), Features Intersected: BRUSHY CREEK, Facility Carried by Structure: E W MILLER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.856, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, 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: 6.4m (21.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 4.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, 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), Length Of Structure Improvement: 0.09m (0.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $99,000, Roadway Improvement Cost: $8,000, Total Project Cost: $106,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18C00127N, Location: .4 MI E. KY. 1497 (Lat: 36.529444, Lng: -88.293889), Route carried "on" structure: County highway 1293, Year Built: 1993, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 80 (year 2011), Average Future Daily Traffic: 69 (year 2031), Features Intersected: BRANCH WHITE OAK CREEK, Facility Carried by Structure: GREEN PLAINS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.866, 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: 11.9m (39.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 18C00127N, Location: .4 MI E. KY. 1497 (Lat: 36.529444, Lng: -88.293889), Route carried "on" structure: County highway 1293, Year Built: 1993, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 80 (year 2011), Average Future Daily Traffic: 69 (year 2031), Features Intersected: BRANCH WHITE OAK CREEK, Facility Carried by Structure: GREEN PLAINS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.866, 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: 11.9m (39.0ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 35.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 18C00143N, Location: 0.15 MI W. OF US 641 (Lat: 36.515000, Lng: -88.328611), Route carried "on" structure: County highway 1297, Year Built: 1980, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 44 (year 2011), Average Future Daily Traffic: 54 (year 2031), Features Intersected: BRUSHY CREEK, Facility Carried by Structure: BRANDON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.0 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 18C00143N, Location: 0.15 MI W. OF US 641 (Lat: 36.515000, Lng: -88.328611), Route carried "on" structure: County highway 1297, Year Built: 1980, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 44 (year 2011), Average Future Daily Traffic: 54 (year 2031), Features Intersected: BRUSHY CREEK, Facility Carried by Structure: BRANDON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 64.0 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete