Bridge Statistics for Burna, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 62ft / 18.8mTotal length
- $343,000Total costs
- 6,814Total average daily traffic
- 553Total average daily truck traffic
- 11,667Total future (year 2033) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Burna
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21960-1969
- 11970-1979
- 21980-1989
- 61990-1999
- 22000-2009
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 7.7%Very good
- 23.1%Good
- 38.5%Satisfactory
- 30.8%Fair
- Bridge Condition - Superstructure
- 7.7%Very good
- 30.8%Good
- 15.4%Satisfactory
- 38.5%Fair
- 7.7%Poor
- Bridge Condition - Substructure
- 7.7%Very good
- 38.5%Good
- 15.4%Satisfactory
- 38.5%Fair
- Bridge Condition - Channel
- 14.3%Very good
- 35.7%Good
- 21.4%Satisfactory
- 21.4%Fair
- 7.1%Poor
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Structure Number: 70B00007N, Location: .60 MI NOR. OF JCT US 60 (Lat: 37.254167, Lng: -88.362500), Route carried "on" structure: State highway 135, Year Built: 1934, Status: Posted for load, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 673 (year 2019), Average Future Daily Traffic: 592 (year 2039), Design Load: H 15, Features Intersected: UNKNOWN STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.044, 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: 2, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.18m (0.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $160,000, Total Project Cost: $159,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 70B00007N, Location: .60 MI NOR. OF JCT US 60 (Lat: 37.254167, Lng: -88.362500), Route carried "on" structure: State highway 135, Year Built: 1934, Status: Posted for load, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 673 (year 2019), Average Future Daily Traffic: 592 (year 2039), Design Load: H 15, Features Intersected: UNKNOWN STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.044, 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: 2, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.18m (0.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $160,000, Total Project Cost: $159,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 70B00010N, Location: .40 MI NOR. OF JCT KY 838 (Lat: 37.289444, Lng: -88.374722), Route carried "on" structure: State highway 135, Year Built: 1964, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 201 (year 2020), Average Future Daily Traffic: 176 (year 2040), Design Load: H 15, Features Intersected: BRANCH OF BAYOU CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.325, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 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: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.2 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: 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 70B00010N, Location: .40 MI NOR. OF JCT KY 838 (Lat: 37.289444, Lng: -88.374722), Route carried "on" structure: State highway 135, Year Built: 1964, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 201 (year 2020), Average Future Daily Traffic: 176 (year 2040), Design Load: H 15, Features Intersected: BRANCH OF BAYOU CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.325, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 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: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.2 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: 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 70B00053N, Location: 4.0 MI S.W. OF JCT KY 723 (Lat: 37.212500, Lng: -88.303056), Route carried "on" structure: State highway 1433, Year Built: 1967, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 120 (year 2020), Average Future Daily Traffic: 105 (year 2040), Design Load: HS 20, Features Intersected: DRY FORK OF SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.236, 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: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 77.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.4 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: Equal 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: Bituminous
Structure Number: 70B00053N, Location: 4.0 MI S.W. OF JCT KY 723 (Lat: 37.212500, Lng: -88.303056), Route carried "on" structure: State highway 1433, Year Built: 1967, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 120 (year 2020), Average Future Daily Traffic: 105 (year 2040), Design Load: HS 20, Features Intersected: DRY FORK OF SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.236, 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: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 77.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.4 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: Equal 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: Bituminous
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Structure Number: 70B00074N, Location: .5 MI E JCT KY 1433 (Lat: 37.246111, Lng: -88.345278), Route carried "on" structure: US 60, Year Built: 1992, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,579 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 2,140 (year 2039), Features Intersected: MITCHELL'S BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.537, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 46.3 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: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable 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 2020
Structure Number: 70B00074N, Location: .5 MI E JCT KY 1433 (Lat: 37.246111, Lng: -88.345278), Route carried "on" structure: US 60, Year Built: 1992, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 2,579 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 2,140 (year 2039), Features Intersected: MITCHELL'S BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.537, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 46.3 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: 35.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable 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 2020
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Structure Number: 70B00076N, Location: 1.4 MI. N JCT KY 137 (Lat: 37.202778, Lng: -88.399167), Route carried "on" structure: US 60, Year Built: 1998, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 2,462 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,043 (year 2040), Design Load: HS 25 or greater, Features Intersected: DRYER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.068, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 70B00076N, Location: 1.4 MI. N JCT KY 137 (Lat: 37.202778, Lng: -88.399167), Route carried "on" structure: US 60, Year Built: 1998, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 2,462 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,043 (year 2040), Design Load: HS 25 or greater, Features Intersected: DRYER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.068, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 70C00007N, Location: 1.4 MI NE OF US 60 (Lat: 37.270000, Lng: -88.316667), Route carried "on" structure: County highway 1077, Year Built: 1971, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2014), Average Future Daily Traffic: 2,034 (year 2034), Design Load: H 15, Features Intersected: DEER CREEK, Facility Carried by Structure: MITCHELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.242, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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 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: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 70C00007N, Location: 1.4 MI NE OF US 60 (Lat: 37.270000, Lng: -88.316667), Route carried "on" structure: County highway 1077, Year Built: 1971, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2014), Average Future Daily Traffic: 2,034 (year 2034), Design Load: H 15, Features Intersected: DEER CREEK, Facility Carried by Structure: MITCHELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.242, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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 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: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 70C00031N, Location: 0.6 MI NORTH - KY 763 (Lat: 37.250278, Lng: -88.408333), Route carried "on" structure: County highway 1323, Year Built: 1985, Year Reconstructed: 2009, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 57 (year 2013), Average Future Daily Traffic: 49 (year 2033), Features Intersected: BAYOU CREEK, Facility Carried by Structure: DULEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 7.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.19m (0.62ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $14,000, Total Project Cost: $184,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 70C00031N, Location: 0.6 MI NORTH - KY 763 (Lat: 37.250278, Lng: -88.408333), Route carried "on" structure: County highway 1323, Year Built: 1985, Year Reconstructed: 2009, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 57 (year 2013), Average Future Daily Traffic: 49 (year 2033), Features Intersected: BAYOU CREEK, Facility Carried by Structure: DULEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 7.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.19m (0.62ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $14,000, Total Project Cost: $184,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 70C00041N, Location: 225 FT S. OF US 60 (Lat: 37.210278, Lng: -88.386667), Route carried "on" structure: County highway 1318, Year Built: 1988, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 427 (year 2013), Average Future Daily Traffic: 371 (year 2033), Design Load: HS 25 or greater, Features Intersected: HILL CREEK, Facility Carried by Structure: THREE RIVERS ROCK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 86.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.8 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, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 70C00041N, Location: 225 FT S. OF US 60 (Lat: 37.210278, Lng: -88.386667), Route carried "on" structure: County highway 1318, Year Built: 1988, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 427 (year 2013), Average Future Daily Traffic: 371 (year 2033), Design Load: HS 25 or greater, Features Intersected: HILL CREEK, Facility Carried by Structure: THREE RIVERS ROCK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.092, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 86.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.8 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, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 70C00043N, Location: .1 MI N KY 763 (Lat: 37.246389, Lng: -88.406944), Route carried "on" structure: County highway 1323, Year Built: 1992, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 57 (year 2013), Average Future Daily Traffic: 49 (year 2033), Design Load: HS 25 or greater, Features Intersected: BRANCH - BAYOU CK, Facility Carried by Structure: DULEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.254, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), 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 or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 84.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 70C00043N, Location: .1 MI N KY 763 (Lat: 37.246389, Lng: -88.406944), Route carried "on" structure: County highway 1323, Year Built: 1992, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 57 (year 2013), Average Future Daily Traffic: 49 (year 2033), Design Load: HS 25 or greater, Features Intersected: BRANCH - BAYOU CK, Facility Carried by Structure: DULEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.254, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), 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 or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 84.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 70C00044N, Location: .8 MI W.KY 135 (Lat: 37.285833, Lng: -88.380000), Route carried "on" structure: County highway 1323, Year Built: 1992, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 46 (year 2013), Average Future Daily Traffic: 40 (year 2033), Design Load: HS 25 or greater, Features Intersected: BR-WHIPPOORWILL CREEK, Facility Carried by Structure: DULEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.973, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 13.4m (44.0ft), 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: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 70C00044N, Location: .8 MI W.KY 135 (Lat: 37.285833, Lng: -88.380000), Route carried "on" structure: County highway 1323, Year Built: 1992, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 46 (year 2013), Average Future Daily Traffic: 40 (year 2033), Design Load: HS 25 or greater, Features Intersected: BR-WHIPPOORWILL CREEK, Facility Carried by Structure: DULEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.973, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 13.4m (44.0ft), 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: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 70C00045N, Location: .8 MI S. US 60 (Lat: 37.243333, Lng: -88.319167), Route carried "on" structure: County highway 1090, Year Built: 1992, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 60 (year 2014), Average Future Daily Traffic: 2,034 (year 2034), Design Load: HS 20, Features Intersected: DRY FORK - SANDY CREEK, Facility Carried by Structure: KLONDIKE MINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.239, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 70C00045N, Location: .8 MI S. US 60 (Lat: 37.243333, Lng: -88.319167), Route carried "on" structure: County highway 1090, Year Built: 1992, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 60 (year 2014), Average Future Daily Traffic: 2,034 (year 2034), Design Load: HS 20, Features Intersected: DRY FORK - SANDY CREEK, Facility Carried by Structure: KLONDIKE MINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.239, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 70C00050N, Location: 1.8 MI N JCT 763 (Lat: 37.266667, Lng: -88.384444), Route carried "on" structure: County highway 1317, Year Built: 1993, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1 (year 2013), Design Load: HS 20, Features Intersected: BAYOU CREEK, Facility Carried by Structure: BAYOU CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.992, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, 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: 5.5m (18.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 70C00050N, Location: 1.8 MI N JCT 763 (Lat: 37.266667, Lng: -88.384444), Route carried "on" structure: County highway 1317, Year Built: 1993, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1 (year 2013), Design Load: HS 20, Features Intersected: BAYOU CREEK, Facility Carried by Structure: BAYOU CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.992, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, 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: 5.5m (18.0ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 70C00056N, Location: 2.5 MI N. OF KY 763 (Lat: 37.273333, Lng: -88.378333), Route carried "on" structure: County highway 1317, Year Built: 2002, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1 (year 2013), Features Intersected: BRANCH BAYOU CREEK, Facility Carried by Structure: BAYOU CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.131, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), 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: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.1 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: 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 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 70C00056N, Location: 2.5 MI N. OF KY 763 (Lat: 37.273333, Lng: -88.378333), Route carried "on" structure: County highway 1317, Year Built: 2002, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1 (year 2013), Features Intersected: BRANCH BAYOU CREEK, Facility Carried by Structure: BAYOU CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.131, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), 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: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.1 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: 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 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 70C00057N, Location: 1.1 MI. E. OF JCT. CR5090 (Lat: 37.225000, Lng: -88.310556), Route carried "on" structure: County highway 1092, Year Built: 2003, Year Reconstructed: 2004, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 30 (year 2014), Average Future Daily Traffic: 2,034 (year 2034), Design Load: HS 20, Features Intersected: DRY FORK OF SANDY CREEK, Facility Carried by Structure: PARKER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.656, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 69.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 48.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum 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: May 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 70C00057N, Location: 1.1 MI. E. OF JCT. CR5090 (Lat: 37.225000, Lng: -88.310556), Route carried "on" structure: County highway 1092, Year Built: 2003, Year Reconstructed: 2004, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 30 (year 2014), Average Future Daily Traffic: 2,034 (year 2034), Design Load: HS 20, Features Intersected: DRY FORK OF SANDY CREEK, Facility Carried by Structure: PARKER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.656, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 69.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 48.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum 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: May 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber