Bridge Statistics for Blandville, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 184ft / 55.7mTotal length
- $3,805,000Total costs
- 11,054Total average daily traffic
- 1,982Total average daily truck traffic
- 9,245Total future (year 2030) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Blandville
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11930-1939
- 21940-1949
- 21950-1959
- 21960-1969
- 11970-1979
- 31980-1989
- 12010-2019
- Bridge Condition - Deck
- 8.3%Very good
- 8.3%Good
- 58.3%Satisfactory
- 16.7%Fair
- 8.3%Poor
- Bridge Condition - Superstructure
- 8.3%Very good
- 16.7%Good
- 33.3%Satisfactory
- 25.0%Fair
- 16.7%Poor
- Bridge Condition - Substructure
- 8.3%Very good
- 8.3%Good
- 41.7%Satisfactory
- 25.0%Fair
- 16.7%Poor
- Bridge Condition - Channel
- 28.6%Good
- 28.6%Satisfactory
- 28.6%Fair
- 14.3%Poor
- Bridge Condition - Culverts
- 50.0%Satisfactory
- 50.0%Fair
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Structure Number: 4B00014N, Location: 1.9 MI WEST OF JCT KY 802 (Lat: 36.985833, Lng: -88.985278), Route carried "on" structure: State highway 1345, Year Built: 1935, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 170 (year 2019), Average Future Daily Traffic: 147 (year 2039), Features Intersected: STOVALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 4B00014N, Location: 1.9 MI WEST OF JCT KY 802 (Lat: 36.985833, Lng: -88.985278), Route carried "on" structure: State highway 1345, Year Built: 1935, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 170 (year 2019), Average Future Daily Traffic: 147 (year 2039), Features Intersected: STOVALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 4B00027N, Location: 5.3 MI EAST OF JCT US51&6 (Lat: 36.934722, Lng: -89.001389), Route carried "on" structure: State highway 121, Year Built: 1942, Status: Posted for load, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 1,303 (year 2019), Truck Traffic: 25%, Average Future Daily Traffic: 1,081 (year 2039), Design Load: H 15, Features Intersected: STOVALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.240, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, 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: 7.2m (23.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, 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: 20.0 - 29.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,036,000, Total Project Cost: $1,035,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 4B00027N, Location: 5.3 MI EAST OF JCT US51&6 (Lat: 36.934722, Lng: -89.001389), Route carried "on" structure: State highway 121, Year Built: 1942, Status: Posted for load, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 1,303 (year 2019), Truck Traffic: 25%, Average Future Daily Traffic: 1,081 (year 2039), Design Load: H 15, Features Intersected: STOVALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.240, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, 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: 7.2m (23.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, 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: 20.0 - 29.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,036,000, Total Project Cost: $1,035,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 4B00028N, Location: .20 MI NOR. OF CARLISLE C (Lat: 36.933333, Lng: -88.946944), Route carried "on" structure: State highway 121, Year Built: 1942, Status: Posted for load, Structure Length: 21.12m (69.29ft), Average Daily Traffic: 1,508 (year 2019), Truck Traffic: 25%, Average Future Daily Traffic: 1,251 (year 2039), Design Load: H 15, Features Intersected: MAYFIELD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.121, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 21, 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: 7.2m (23.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, 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: 20.0 - 29.9% below), Length Of Structure Improvement: 2.11m (6.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,417,000, Total Project Cost: $2,416,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 4B00028N, Location: .20 MI NOR. OF CARLISLE C (Lat: 36.933333, Lng: -88.946944), Route carried "on" structure: State highway 121, Year Built: 1942, Status: Posted for load, Structure Length: 21.12m (69.29ft), Average Daily Traffic: 1,508 (year 2019), Truck Traffic: 25%, Average Future Daily Traffic: 1,251 (year 2039), Design Load: H 15, Features Intersected: MAYFIELD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.121, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 21, 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: 7.2m (23.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 56.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, 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: 20.0 - 29.9% below), Length Of Structure Improvement: 2.11m (6.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,417,000, Total Project Cost: $2,416,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 4B00035N, Location: 1.8 MI SOU. OF JCT KY 286 (Lat: 36.966111, Lng: -88.965278), Route carried "on" structure: State highway 802, Year Built: 1967, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 108 (year 2020), Average Future Daily Traffic: 95 (year 2040), Design Load: HS 20, Features Intersected: STOVALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.207, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, 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: 4B00035N, Location: 1.8 MI SOU. OF JCT KY 286 (Lat: 36.966111, Lng: -88.965278), Route carried "on" structure: State highway 802, Year Built: 1967, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 108 (year 2020), Average Future Daily Traffic: 95 (year 2040), Design Load: HS 20, Features Intersected: STOVALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.207, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, 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
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Structure Number: 4C00017N, Location: 1.3 MI. N. OF JCT. KY1837 (Lat: 36.967778, Lng: -88.930278), Route carried "on" structure: County highway 1116, Year Built: 1972, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 96 (year 2010), Average Future Daily Traffic: 83 (year 2030), Design Load: H 20, Features Intersected: BRANCH OF BUCKLER CREEK, Facility Carried by Structure: FRAIZER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.992, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 8.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 6 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4C00017N, Location: 1.3 MI. N. OF JCT. KY1837 (Lat: 36.967778, Lng: -88.930278), Route carried "on" structure: County highway 1116, Year Built: 1972, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 96 (year 2010), Average Future Daily Traffic: 83 (year 2030), Design Load: H 20, Features Intersected: BRANCH OF BUCKLER CREEK, Facility Carried by Structure: FRAIZER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.992, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 8.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 6 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4C00018N, Location: 1.7 MI. N. OF JCT. KY1837 (Lat: 36.968611, Lng: -88.922778), Route carried "on" structure: County highway 1116, Year Built: 1965, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 96 (year 2010), Average Future Daily Traffic: 83 (year 2030), Features Intersected: BUCKLER CREEK, Facility Carried by Structure: FRAIZER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.654, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 18.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4C00018N, Location: 1.7 MI. N. OF JCT. KY1837 (Lat: 36.968611, Lng: -88.922778), Route carried "on" structure: County highway 1116, Year Built: 1965, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 96 (year 2010), Average Future Daily Traffic: 83 (year 2030), Features Intersected: BUCKLER CREEK, Facility Carried by Structure: FRAIZER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.654, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 18.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4C00066N, Location: .7 MI W OF JCT KY 802 (Lat: 36.967500, Lng: -88.971111), Route carried "on" structure: County highway 1120, Year Built: 1988, Year Reconstructed: 2010, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 40 (year 2010), Average Future Daily Traffic: 34 (year 2030), Features Intersected: STOVALL CREEK, Facility Carried by Structure: DEERFIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.700, Lanes on structure: 1, 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: 2, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 11.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 4C00066N, Location: .7 MI W OF JCT KY 802 (Lat: 36.967500, Lng: -88.971111), Route carried "on" structure: County highway 1120, Year Built: 1988, Year Reconstructed: 2010, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 40 (year 2010), Average Future Daily Traffic: 34 (year 2030), Features Intersected: STOVALL CREEK, Facility Carried by Structure: DEERFIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.700, Lanes on structure: 1, 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: 2, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 11.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 4C00067N, Location: 1.4 MI W OF HERCHEL JONES (Lat: 36.945278, Lng: -88.996389), Route carried "on" structure: County highway 1213, Year Built: 1988, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 117 (year 2010), Average Future Daily Traffic: 101 (year 2030), Design Load: HS 20, Features Intersected: STOVALL CREEK, Facility Carried by Structure: BETHLEHEM CHURCH R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.984, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 81.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4C00067N, Location: 1.4 MI W OF HERCHEL JONES (Lat: 36.945278, Lng: -88.996389), Route carried "on" structure: County highway 1213, Year Built: 1988, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 117 (year 2010), Average Future Daily Traffic: 101 (year 2030), Design Load: HS 20, Features Intersected: STOVALL CREEK, Facility Carried by Structure: BETHLEHEM CHURCH R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.984, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 81.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4C00082N, Location: 2.2 MI S. OF JCT KY 286 (Lat: 36.959444, Lng: -88.988056), Route carried "on" structure: County highway 1212, Year Built: 2012, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 130 (year 2012), Average Future Daily Traffic: 157 (year 2032), Features Intersected: STOVALL CREEK, Facility Carried by Structure: HERCHELL JONES RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.255, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 97.2 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: 81.0 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: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4C00082N, Location: 2.2 MI S. OF JCT KY 286 (Lat: 36.959444, Lng: -88.988056), Route carried "on" structure: County highway 1212, Year Built: 2012, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 130 (year 2012), Average Future Daily Traffic: 157 (year 2032), Features Intersected: STOVALL CREEK, Facility Carried by Structure: HERCHELL JONES RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.255, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 97.2 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: 81.0 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: 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: August 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: 20B00013N, Location: .93 MI E OF JCT KY 1181 (Lat: 36.898611, Lng: -88.953889), Route carried "on" structure: US 62, Year Built: 1929, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 2,196 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,822 (year 2039), Features Intersected: FORK OF LITTLE MAYFIELD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.162, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 20B00013N, Location: .93 MI E OF JCT KY 1181 (Lat: 36.898611, Lng: -88.953889), Route carried "on" structure: US 62, Year Built: 1929, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 2,196 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,822 (year 2039), Features Intersected: FORK OF LITTLE MAYFIELD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.162, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 20B00014N, Location: .92 MI E OF JCT KY 1181 (Lat: 36.898889, Lng: -88.953056), Route carried "on" structure: US 62, Year Built: 1929, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 2,196 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,822 (year 2039), Design Load: HS 20, Features Intersected: LITTLE MAYFIELD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.246, Lanes on structure: 2, Base Highway Network: Yes, 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: 12.2m (40.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.39m (1.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $355,000, Total Project Cost: $354,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20B00014N, Location: .92 MI E OF JCT KY 1181 (Lat: 36.898889, Lng: -88.953056), Route carried "on" structure: US 62, Year Built: 1929, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 2,196 (year 2019), Truck Traffic: 12%, Average Future Daily Traffic: 1,822 (year 2039), Design Load: HS 20, Features Intersected: LITTLE MAYFIELD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.246, Lanes on structure: 2, Base Highway Network: Yes, 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: 12.2m (40.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.39m (1.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $355,000, Total Project Cost: $354,000, 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: 20B00031N, Location: .50 MI SOU. OF BALLARD CL (Lat: 36.926944, Lng: -88.939722), Route carried "on" structure: State highway 121, Year Built: 1955, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,508 (year 2019), Truck Traffic: 25%, Average Future Daily Traffic: 1,251 (year 2039), Design Load: H 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.795, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.7 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 20B00031N, Location: .50 MI SOU. OF BALLARD CL (Lat: 36.926944, Lng: -88.939722), Route carried "on" structure: State highway 121, Year Built: 1955, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,508 (year 2019), Truck Traffic: 25%, Average Future Daily Traffic: 1,251 (year 2039), Design Load: H 20, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.795, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.7 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 20B00032N, Location: .10 MI SOU. OF BALLARD CL (Lat: 36.930000, Lng: -88.943056), Route carried "on" structure: State highway 121, Year Built: 1955, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 1,508 (year 2019), Truck Traffic: 25%, Average Future Daily Traffic: 1,251 (year 2039), Design Load: H 20, Features Intersected: MAYFIELD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.236, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 78.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.3 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: 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: Latex Concrete
Structure Number: 20B00032N, Location: .10 MI SOU. OF BALLARD CL (Lat: 36.930000, Lng: -88.943056), Route carried "on" structure: State highway 121, Year Built: 1955, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 1,508 (year 2019), Truck Traffic: 25%, Average Future Daily Traffic: 1,251 (year 2039), Design Load: H 20, Features Intersected: MAYFIELD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.236, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 78.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.3 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: 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: Latex Concrete
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Structure Number: 20C00036N, Location: 300' WEST OF JCT KY 121 (Lat: 36.922500, Lng: -88.936667), Route carried "on" structure: County highway 1031, Year Built: 1987, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 78 (year 2019), Average Future Daily Traffic: 67 (year 2039), Design Load: H 20, Features Intersected: HURRICANE CREEK, Facility Carried by Structure: MAGEE SPRINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.437, 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: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.5 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: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), 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: 20C00036N, Location: 300' WEST OF JCT KY 121 (Lat: 36.922500, Lng: -88.936667), Route carried "on" structure: County highway 1031, Year Built: 1987, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 78 (year 2019), Average Future Daily Traffic: 67 (year 2039), Design Load: H 20, Features Intersected: HURRICANE CREEK, Facility Carried by Structure: MAGEE SPRINGS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.437, 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: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.5 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: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete