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


  • National Bridge Inventory (NBI) Statistics
  • 14Number of bridges
  • 115ft / 35mTotal length
  • $1,089,000Total costs
  • 14,646Total average daily traffic
  • 724Total average daily truck traffic
  • 14,944Total future (year 2026) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Wilmore
  • No street view available for this location

New bridges in Wilmore, KY - historical statistics
  • New bridges - historical statistics
  • 11930-1939
  • 11950-1959
  • 31960-1969
  • 11970-1979
  • 21980-1989
  • 41990-1999
  • 22000-2009
Average Bridge Daily Traffic in Wilmore, KY
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 41.7%Good
  • 50.0%Satisfactory
  • 8.3%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 8.3%Very good
  • 66.7%Good
  • 16.7%Satisfactory
  • 8.3%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 50.0%Good
  • 41.7%Satisfactory
  • 8.3%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 16.7%Very good
  • 41.7%Good
  • 41.7%Satisfactory
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Structure Number: 57B00013N,  Location: 1.7 MI E OF JCT KY 29 (Lat: 37.842222,  Lng: -84.645278),  Route carried "on" structure: State highway 1268,  Year Built: 1930,  Year Reconstructed: 1966,  Status: Posted for load,  Structure Length: 1.75m (5.74ft),  Average Daily Traffic: 823 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 864 (year 2032),  Features Intersected: JESSAMINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.078,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 64.0m (210.0ft),  Material/Design: Masonry,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 2.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 2.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 3.80m (12.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $312,000,  Total Project Cost: $312,000
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Structure Number: 57B00030N,  Location: 1.0 MI E OF JCT W/KY 29 (Lat: 37.863889,  Lng: -84.641944),  Route carried "on" structure: State highway 3433,  Year Built: 1999,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 4,191 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,400 (year 2035),  Features Intersected: BR.JESSAMINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.101,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 69.0m (226.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.4m (27.6ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 8.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 8.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  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: January 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: 57B00031N,  Location: .2 MI. E JCT KY 29 (Lat: 37.863889,  Lng: -84.655556),  Route carried "on" structure: State highway 3433,  Year Built: 2001,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 4,191 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,191 (year 2035),  Design Load: HS 25 or greater,  Features Intersected: SOUTHERN RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.254,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.5m (80.4ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 6.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 57C00026N,  Location: 1.5 MI N OF JCT US 68 (Lat: 37.908889,  Lng: -84.656667),  Route carried "on" structure: County highway 1307,  Year Built: 1979,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 781 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 781 (year 2029),  Design Load: HS 20,  Features Intersected: EAST FK. CLEAR CR.,  Facility Carried by Structure: CLEAR CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.603,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 97.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.3 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: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57C00030N,  Location: .3 MI S OF JCT KY 3433 (Lat: 37.859444,  Lng: -84.630833),  Route carried "on" structure: County highway 1237,  Year Built: 1988,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 509 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 509 (year 2029),  Design Load: HS 20,  Features Intersected: JESSAMINE CREEK,  Facility Carried by Structure: FRANKFORT FORD ROA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.198,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.2m (36.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 3.50m (11.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $301,000,  Total Project Cost: $300,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57C00032N,  Location: 1 MI S OF JCT KY 169 (Lat: 37.944444,  Lng: -84.666667),  Route carried "on" structure: County highway 1307,  Year Built: 1988,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 358 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 358 (year 2029),  Design Load: HS 20,  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: CLEAR CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.286,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 52.0m (170.6ft),  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: 13.8m (45.3ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.2 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: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $189,000,  Total Project Cost: $188,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57C00035N,  Location: .5 MI S JCT KY 1267 (Lat: 37.899167,  Lng: -84.689444),  Route carried "on" structure: County highway 1313,  Year Built: 1991,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 120 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 120 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: EAST FK CLEAR CREEK,  Facility Carried by Structure: TROY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.229,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 43.0m (141.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.2m (36.7ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 0.5m (1.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: January 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57C00036N,  Location: 1-3 MI N -US 68 (Lat: 37.904444,  Lng: -84.671389),  Route carried "on" structure: County highway 1315,  Year Built: 1991,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,665 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,665 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: CLEAR CREEK,  Facility Carried by Structure: MCCAULEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.405,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 49.0m (160.8ft),  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: 11.1m (36.4ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 0.5m (1.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  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: January 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57C00049N,  Location: .1 MI. S of CR-1313 (Lat: 37.896111,  Lng: -84.687500),  Route carried "on" structure: County highway 1314,  Year Built: 2002,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 50 (year 2009),  Average Future Daily Traffic: 50 (year 2029),  Design Load: HS 25 or greater,  Features Intersected: BR of E Fork Clear Cr,  Facility Carried by Structure: TANKERSLEY LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.115,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 0.4m (1.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.3m (27.2ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 0.5m (1.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 6.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57R00605N,  Location: .75 MI S OF JCT KY 29 (Lat: 37.873333,  Lng: -84.636389),  Route carried "on" structure: County highway 1238,  Year Built: 1960,  Status: Posted for load,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 76 (year 2006),  Average Future Daily Traffic: 78 (year 2026),  Features Intersected: NS (CNO&TP) SYSTEM,  Facility Carried by Structure: DRAKE LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.088,  Lanes on structure: 1,  Owner: Railroad,  Approaching Roadway Width: 37.0m (121.4ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.3m (33.8ft),  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: 4.8m (15.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 7.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 4.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.70m (12.14ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2017,  Bridge Improvement Cost: $289,000,  Total Project Cost: $289,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120B00005N,  Location: 1.3 MI N-KY 1267 @TROY (Lat: 37.926944,  Lng: -84.703611),  Route carried "on" structure: State highway 33,  Year Built: 1959,  Status: Open,  Structure Length: 7.88m (25.85ft),  Average Daily Traffic: 690 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 690 (year 2036),  Design Load: H 20,  Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.318,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 64.0m (210.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.7m (97.4ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 0.8m (2.6ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 68.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.1 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: November 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 120B00006N,  Location: 1 MI S OF KY 1267 @TROY (Lat: 37.900000,  Lng: -84.704444),  Route carried "on" structure: State highway 33,  Year Built: 1967,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 474 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 497 (year 2035),  Design Load: H 20,  Features Intersected: EAST FORK CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.069,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 58.0m (190.3ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 0.8m (2.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 6.0 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 120B00007N,  Location: 1.2 MI S-KY 1267 @TROY (Lat: 37.898611,  Lng: -84.705833),  Route carried "on" structure: State highway 33,  Year Built: 1967,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 474 (year 2015),  Truck Traffic: 3%,  Average Future Daily Traffic: 497 (year 2035),  Design Load: H 15,  Features Intersected: BR OF E FK CLEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.938,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 58.0m (190.3ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.8m (22.3ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 5.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 120C00028N,  Location: .8 MI W. JCT KY 33 (Lat: 37.911944,  Lng: -84.713611),  Route carried "on" structure: County highway 1202,  Year Built: 1990,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 244 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 244 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: EAST FORK CLEAR CREEK,  Facility Carried by Structure: CUMMINGS FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.934,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 64.0m (210.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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