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Bridge Statistics for Burlington, Kentucky (KY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 16Number of bridges
  • 72ft / 22mTotal length
  • 92,518Total average daily traffic
  • 6,967Total average daily truck traffic
  • 70,956Total future (year 2026) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Burlington
  • No street view available for this location

New bridges in Burlington, KY - historical statistics
  • New bridges - historical statistics
  • 21950-1959
  • 21970-1979
  • 41980-1989
  • 21990-1999
  • 42000-2009
  • 22010-2018
Average Bridge Daily Traffic in Burlington, KY
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 14.3%Very good
  • 57.1%Good
  • 14.3%Satisfactory
  • 14.3%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 14.3%Excellent
  • 57.1%Good
  • 14.3%Satisfactory
  • 14.3%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 14.3%Very good
  • 28.6%Good
  • 42.9%Satisfactory
  • 14.3%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 78.6%Good
  • 14.3%Satisfactory
  • 7.1%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 50.0%Good
  • 50.0%Satisfactory
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Structure Number: 8B00012N,  Location: 1.2 MI WEST OF JCT KY 338 (Lat: 39.028333,  Lng: -84.746944),  Route carried "on" structure: State highway 18,  Year Built: 1958,  Status: Posted for load,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 5,894 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,894 (year 2034),  Design Load: H 20,  Features Intersected: ALLEN FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.186,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 30.2 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Allowable Stress Design (ASD) reported in metric tons,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017
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Structure Number: 8B00062N,  Location: 1.8 MI.W.JCT KY 338 (Lat: 39.023056,  Lng: -84.751667),  Route carried "on" structure: State highway 18,  Year Built: 1982,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 2,368 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,368 (year 2034),  Design Load: HS 20,  Features Intersected: TRIB.OF ALLEN FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.632,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017
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Structure Number: 8B00063N,  Location: 2 MI NW OF N-JCT KY 18 (Lat: 39.043611,  Lng: -84.750556),  Route carried "on" structure: State highway 338,  Year Built: 1982,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 857 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 899 (year 2035),  Features Intersected: BR OF WOOLPER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.847,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017
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Structure Number: 8B00065N,  Location: 2.6 MI N.W. - KY 18 (Lat: 39.048611,  Lng: -84.761667),  Route carried "on" structure: State highway 338,  Year Built: 1982,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 857 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 899 (year 2035),  Design Load: HS 20,  Features Intersected: WOOLPER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.234,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 46.0m (150.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 7.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.2 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  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: 8B00076N,  Location: .8 MI E. JCT KY (Lat: 39.018611,  Lng: -84.686389),  Route carried "on" structure: State highway 18,  Year Built: 1971,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 36,763 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 38,601 (year 2036),  Features Intersected: GUNPOWDER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.634,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft)

Condition: Channel: Good,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017
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Structure Number: 8B00086N,  Location: .2 MI. S JCT KY 18 (Lat: 39.022500,  Lng: -84.724167),  Route carried "on" structure: State highway 338,  Year Built: 2000,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 2,735 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,735 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: ALLEN FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.157,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 1.4m (4.6ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 0.8m (2.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8B00093N,  Location: 4.1 Miles south of I-275 (Lat: 39.021111,  Lng: -84.701944),  Route carried "on" structure: State highway 237,  Year Built: 2015,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 13,135 (year 2014),  Truck Traffic: 9%,  Average Future Daily Traffic: 13,791 (year 2034),  Design Load: Greater than HL93,  Features Intersected: KY 18 (Burlington Pike)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.265,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 329.0m (1,079.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 63.1m (207.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 89.4 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: 6.9 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  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: 8B00093N,  Location: 4.1 Miles south of I-275 (Lat: 39.021111,  Lng: -84.701944),  Route carried "under" structure: State highway 18,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 24,649 (year 2015),  Truck Traffic: 7%,  Features Intersected: KY 18 (Burlington Pike),  Facility Carried by Structure: KY 237
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 11.773,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.2m (122.0ft)

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Structure Number: 8C00001N,  Location: .85 MI SW OF JCT KY 237 (Lat: 38.994167,  Lng: -84.716111),  Route carried "on" structure: County highway 1001,  Year Built: 1951,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 4,381 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,381 (year 2036),  Features Intersected: GUNPOWDER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.774,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 35.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8C00029N,  Location: 25' S OF JCT KY 18 (Lat: 39.028056,  Lng: -84.739722),  Route carried "on" structure: County highway 1305,  Year Built: 1978,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 84 (year 2006),  Average Future Daily Traffic: 145 (year 2026),  Features Intersected: ALLEN FORK,  Facility Carried by Structure: SADDLE RIDGE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.009,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 64.0m (210.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 0.4m (1.3ft)

Condition: Channel: Good,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016
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Structure Number: 8C00042N,  Location: @ JCT OAKBROOK ROAD (Lat: 39.016111,  Lng: -84.687778),  Route carried "on" structure: Alternate County highway 1042,  Year Built: 1987,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 141 (year 2006),  Average Future Daily Traffic: 244 (year 2026),  Design Load: HS 20,  Features Intersected: GUNPOWDER CREEK,  Facility Carried by Structure: CR-1066V
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.027,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 7.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8C00057N,  Location: .2 MI NE JCT KY 338 (Lat: 39.058333,  Lng: -84.762222),  Route carried "on" structure: County highway 1308,  Year Built: 1994,  Status: Posted for load,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 67 (year 2006),  Average Future Daily Traffic: 116 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: WOOLPER CREEK,  Facility Carried by Structure: FEELEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.497,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 52.0m (170.6ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 6.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8C00064N,  Location: .7 MI SE CAMP ERNST RD (Lat: 38.990833,  Lng: -84.705833),  Route carried "on" structure: Alternate County highway 1020,  Year Built: 1999,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 121 (year 2006),  Average Future Daily Traffic: 209 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: GUNPOWDER CREEK,  Facility Carried by Structure: PEBBLE CREEK WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.678,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 78.7 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 minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 8C00067N,  Location: 0.5 MI. S. OF KY 18 (Lat: 39.027222,  Lng: -84.733333),  Route carried "on" structure: County highway 1057,  Year Built: 2003,  Status: Open,  Structure Length: 0.21m (0.69ft),  Average Daily Traffic: 108 (year 2006),  Average Future Daily Traffic: 187 (year 2026),  Features Intersected: ALLEN FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.009,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 87.0m (285.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 1.1m (3.6ft)

Condition: Channel: Good,  Culverts: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016
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Structure Number: 8C00068N,  Location: 50 FOOT W 0F KY 18 (Lat: 39.026667,  Lng: -84.751944),  Route carried "on" structure: County highway 1344,  Year Built: 2001,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 108 (year 2006),  Average Future Daily Traffic: 187 (year 2026),  Features Intersected: TRIB TO ALLEN CREEK,  Facility Carried by Structure: SHADY HOLLOW LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 16.2m (53.1ft)

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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016
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Structure Number: 8C00074N,  Location: 2.0 MI. W OF JCT 338 (Lat: 39.021111,  Lng: -84.753889),  Route carried "on" structure: County highway 1376,  Year Built: 2008,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 250 (year 2012),  Average Future Daily Traffic: 300 (year 2032),  Features Intersected: KY-18,  Facility Carried by Structure: SPRINGFIELD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.017,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft)

Condition: Channel: Good,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016
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