Bridge Statistics for Corydon, Indiana (IN)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 223,  Location: 00.13 W SR 337 (Lat: 38.212331,  Lng: -86.128769),  Route carried "on" structure: State highway 62,  Year Built: 1967,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 10,733 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,949 (year 2034),  Design Load: HS 20,  Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.289,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.4 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: 32.1 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 minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Other Special Inspection Date: May 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 3165,  Location: 00.14 S SR 62 (Lat: 38.208600,  Lng: -86.126400),  Route carried "on" structure: County highway 337,  Year Built: 1984,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 12,986 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 22,013 (year 2033),  Design Load: HS 20,  Features Intersected: LITTLE INDIAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.641,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.9m (32.5ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 3166,  Location: 00.46 N SR 62 (Lat: 38.218900,  Lng: -86.126931),  Route carried "on" structure: State highway 337,  Year Built: 1959,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 13.50m (44.29ft),  Average Daily Traffic: 19,349 (year 2004),  Truck Traffic: 2%,  Average Future Daily Traffic: 34,133 (year 2031),  Design Load: HS 20,  Features Intersected: INDIAN CREEK, LNA&C RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.478,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 22.4 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: 17.2 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3167,  Location: 01.39 N SR 135 (Lat: 38.240231,  Lng: -86.154461),  Route carried "on" structure: State highway 337,  Year Built: 1974,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 10.70m (35.10ft),  Average Daily Traffic: 1,141 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,233 (year 2041),  Design Load: HS 20,  Features Intersected: I-64 EB/WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.164,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 37.9m (124.3ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 47.3 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: 36.6 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 60 months,  Inspection Date: July 2020,  Other Special Inspection Date: June 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3419,  Location: 01.51 W SR 337 (Lat: 38.241500,  Lng: -86.182106),  Route carried "on" structure: Interstate 64,  Year Built: 1974,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 3.63m (11.91ft),  Average Daily Traffic: 16,250 (year 2005),  Truck Traffic: 26%,  Average Future Daily Traffic: 23,989 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: GETHSEMANE CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 164.073,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 48.0 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: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 342,  Location: 01.51 W SR 337 (Lat: 38.241739,  Lng: -86.182097),  Route carried "on" structure: Interstate 64,  Year Built: 1974,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 16,250 (year 2005),  Truck Traffic: 26%,  Average Future Daily Traffic: 23,989 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: GETHSEMANE CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 164.073,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 45.4 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: 34.3 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 minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3421,  Location: 00.53 E SR 337 (Lat: 38.239289,  Lng: -86.144911),  Route carried "on" structure: Alternate County highway ,  Year Built: 1974,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 2,719 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,550 (year 2030),  Design Load: HS 20,  Features Intersected: I-64 EB/WB,  Facility Carried by Structure: CORYDON-RAMSEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.3 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: 36.3 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 3423,  Location: 01.35 E SR 135 (Lat: 38.243319,  Lng: -86.102519),  Route carried "on" structure: Interstate 64,  Year Built: 1974,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 11.56m (37.93ft),  Average Daily Traffic: 15,774 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 22,099 (year 2040),  Design Load: HS 20,  Features Intersected: INDIAN CREEK, ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.105,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.5 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Underwater Inspection Date: May 2018,  Other Special Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3424,  Location: 01.35 E SR 135 (Lat: 38.243569,  Lng: -86.102411),  Route carried "on" structure: Interstate 64,  Year Built: 1974,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 11.56m (37.93ft),  Average Daily Traffic: 15,774 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 22,099 (year 2040),  Design Load: HS 20,  Features Intersected: INDIAN CREEK, ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 171.105,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 40.5 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: 31.1 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Underwater Inspection Date: June 2018,  Other Special Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3425,  Location: 02.12 E SR 135 (Lat: 38.244311,  Lng: -86.092950),  Route carried "on" structure: Interstate 64,  Year Built: 1974,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 30,390 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 60,132 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: BRUSH HEAP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 172.345,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 14 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 39.6m (129.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 88.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 3426,  Location: 02.27 E SR 135 (Lat: 38.246219,  Lng: -86.087300),  Route carried "on" structure: Alternate County highway ,  Year Built: 1974,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 132 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 220 (year 2033),  Design Load: HS 20,  Features Intersected: I-64 EB/WB,  Facility Carried by Structure: TEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 48.6 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: 37.3 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 minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Other Special Inspection Date: June 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 3100015,  Location: 00.20 S OF SR 62 (Lat: 38.199600,  Lng: -86.095153),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 7,280 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,960 (year 2038),  Features Intersected: LITTLE INDIAN CREEK,  Facility Carried by Structure: CORYDON-NEW MDDLTN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 41.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.16m (20.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $700,000,  Roadway Improvement Cost: $1,200,000,  Total Project Cost: $2,250,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3100035,  Location: 00.10 W OF HOTTEL RD (Lat: 38.190531,  Lng: -86.181847),  Route carried "on" structure: Alternate County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 5.37m (17.62ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 160 (year 2038),  Design Load: HS 20,  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: MATHIS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 2 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: 16.8m (55.1ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3100088,  Location: 00.10 SE OF BIG INDIAN RD (Lat: 38.241950,  Lng: -86.098472),  Route carried "on" structure: Alternate County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 240 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 390 (year 2038),  Design Load: HS 20,  Features Intersected: BRUSH HEAP CREEK,  Facility Carried by Structure: OWANS LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.0m (39.4ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 310009,  Location: 00.10 N OF MAIN ST(LANESV (Lat: 38.234789,  Lng: -85.983439),  Route carried "on" structure: Alternate City street ,  Year Built: 2008,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 60 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 100 (year 2038),  Design Load: HS 20,  Features Intersected: PANTHER CREEK,  Facility Carried by Structure: ZOLLMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 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: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3100094,  Location: 02.9 W PFRIMMER CHAPEL RD (Lat: 38.240058,  Lng: -86.102347),  Route carried "on" structure: Alternate County highway ,  Year Built: 2014,  Status: Open,  Structure Length: 1.87m (6.14ft),  Average Daily Traffic: 1,610 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,650 (year 2038),  Features Intersected: BRUSH HEAP CREEK,  Facility Carried by Structure: BIG INDIAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2637,  Location: 00.91 N SR 337 (Lat: 38.239531,  Lng: -86.127014),  Route carried "under" structure: Interstate 64,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 15,350 (year 2005),  Truck Traffic: 10%,  Features Intersected: SR 135
Minimum Vertical Clearance: 8.64m (28.35ft),  Kilometerpoint: 168.933,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 2637,  Location: 00.91 N SR 337 (Lat: 38.239531,  Lng: -86.127014),  Route carried "under" structure: Interstate 64,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 15,195 (year 2004),  Truck Traffic: 10%,  Features Intersected: SR 135
Minimum Vertical Clearance: 8.64m (28.35ft),  Kilometerpoint: 168.933,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 3167,  Location: 01.39 N SR 135 (Lat: 38.240231,  Lng: -86.154464),  Route carried "under" structure: Interstate 64,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 9,185 (year 2004),  Truck Traffic: 10%,  Features Intersected: I-64 EBL,  Facility Carried by Structure: SR 337
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 166.503,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.9m (124.3ft)

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Structure Number: 3167,  Location: 01.39 N SR 135 (Lat: 38.240231,  Lng: -86.154464),  Route carried "under" structure: Interstate 64,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 9,185 (year 2004),  Truck Traffic: 10%,  Features Intersected: I-64 WBL,  Facility Carried by Structure: SR 337
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 166.503,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.9m (124.3ft)

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Structure Number: 3419,  Location: 01.51 W SR-337 (Lat: 38.241500,  Lng: -86.182106),  Route carried "under" structure: County highway ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 132 (year 2004),  Truck Traffic: 5%,  Features Intersected: GETHSEMANE CHURCH ROAD,  Facility Carried by Structure: I-64 EB
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.9m (39.0ft)

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Structure Number: 342,  Location: 01.51 W SR-337 (Lat: 38.241739,  Lng: -86.182097),  Route carried "under" structure: County highway ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 132 (year 2004),  Truck Traffic: 5%,  Features Intersected: GETHSEMANE CHURCH ROAD,  Facility Carried by Structure: I-64 WB
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.9m (39.0ft)

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Structure Number: 3421,  Location: 00.53 E SR 337 (Lat: 38.239289,  Lng: -86.144906),  Route carried "under" structure: Interstate 64,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 9,186 (year 2004),  Truck Traffic: 10%,  Features Intersected: I-64 EBL,  Facility Carried by Structure: CORYDON-RAMSEY RD
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 167.356,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 3421,  Location: 00.53 E SR 337 (Lat: 38.239289,  Lng: -86.144906),  Route carried "under" structure: Interstate 64,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 9,186 (year 2004),  Truck Traffic: 10%,  Features Intersected: I-64 WBL,  Facility Carried by Structure: CORYDON-RAMSEY RD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 167.356,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 3422,  Location: 00.03 E SR 135 (Lat: 38.239569,  Lng: -86.126389),  Route carried "under" structure: Interstate 64,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 15,195 (year 2004),  Truck Traffic: 10%,  Features Intersected: I-64 EB,  Facility Carried by Structure: LNA & C RR
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 168.981,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 27.6m (90.6ft)

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Structure Number: 3422,  Location: 00.03 E SR 135 (Lat: 38.239569,  Lng: -86.126389),  Route carried "under" structure: Interstate 64,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 15,195 (year 2004),  Truck Traffic: 10%,  Features Intersected: I-64 WB,  Facility Carried by Structure: LNA & C RR
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 168.981,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 27.6m (90.6ft)

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Structure Number: 3423,  Location: 01.35 E SR-135 (Lat: 38.243319,  Lng: -86.102525),  Route carried "under" structure: ServiceCounty highway ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 132 (year 2004),  Truck Traffic: 10%,  Features Intersected: ACCESS ROAD,  Facility Carried by Structure: I-64 EB
Minimum Vertical Clearance: 3.66m (12.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 3424,  Location: 01.35 E SR-135 (Lat: 38.243569,  Lng: -86.102408),  Route carried "under" structure: ServiceCounty highway ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 132 (year 2004),  Truck Traffic: 10%,  Features Intersected: ACCESS ROAD,  Facility Carried by Structure: I-64 WB
Minimum Vertical Clearance: 3.91m (12.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 3426,  Location: 02.27 E SR 135 (Lat: 38.246219,  Lng: -86.087303),  Route carried "under" structure: Interstate 64,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 15,195 (year 2004),  Truck Traffic: 10%,  Features Intersected: I-64 EBL,  Facility Carried by Structure: TEE ROAD
Minimum Vertical Clearance: 7.11m (23.33ft),  Kilometerpoint: 172.586,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 3426,  Location: 02.27 E SR-135 (Lat: 38.246219,  Lng: -86.087303),  Route carried "under" structure: Interstate 64,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 15,195 (year 2004),  Truck Traffic: 10%,  Features Intersected: I-64 WBL,  Facility Carried by Structure: TEE ROAD
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 172.586,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)