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

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Structure Number: 100015,  Location: 0.50 N OF CR 1000 N (Lat: 40.897839,  Lng: -84.938439),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 526 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 352 (year 2039),  Design Load: HS 20,  Features Intersected: UPPER WEBER DITCH,  Facility Carried by Structure: CR 000 E/W
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,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.0m (26.2ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $225,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1000002,  Location: 00.80 N of Cooper Lane (Lat: 38.356850,  Lng: -85.684983),  Route carried "on" structure: Alternate County highway ,  Year Built: 1988,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 220 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 380 (year 2038),  Features Intersected: LENTZIER CREEK,  Facility Carried by Structure: NEW CHAPEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Channel: Satisfactory,  Culverts: 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1000004,  Location: 00.10 NE of Hamburg Pike (Lat: 38.342931,  Lng: -85.742761),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 5,600 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,740 (year 2038),  Features Intersected: LICK RUN,  Facility Carried by Structure: COOPER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1000009,  Location: 00.80 S of Bean Road (Lat: 38.370992,  Lng: -85.726525),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 5.14m (16.86ft),  Average Daily Traffic: 800 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,390 (year 2038),  Features Intersected: SILVER CREEK,  Facility Carried by Structure: SELLERSBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum 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: 100001,  Location: 01.10 NW of Cooper Lane (Lat: 38.408289,  Lng: -85.703453),  Route carried "on" structure: Alternate County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 2.39m (7.84ft),  Average Daily Traffic: 220 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 380 (year 2038),  Features Intersected: PLEASANT RUN,  Facility Carried by Structure: STACEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 82.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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 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

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Structure Number: 1000089,  Location: 00.00 S of Patrol Street (Lat: 38.362550,  Lng: -85.642808),  Route carried "on" structure: County highway ,  Year Built: 1950,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,050 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,830 (year 2038),  Features Intersected: BATTLE CREEK,  Facility Carried by Structure: UTICA PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 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 minimum 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: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1000101,  Location: 00.10 NW of Middle Road (Lat: 38.320489,  Lng: -85.694861),  Route carried "on" structure: Alternate City street ,  Year Built: 1975,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 1,020 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,770 (year 2038),  Features Intersected: LANCASSANGE CREEK,  Facility Carried by Structure: CAPITOL HILL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1000102,  Location: 00.20 NW of Middle Road (Lat: 38.319419,  Lng: -85.698647),  Route carried "on" structure: Alternate City street ,  Year Built: 1975,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 1,040 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,810 (year 2038),  Features Intersected: LANCASSANGE CREEK,  Facility Carried by Structure: PRESIDENTAL PLACE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.7m (41.7ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.2 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 desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1000109,  Location: 00.20 NW of Middle Road (Lat: 38.313739,  Lng: -85.704764),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 19,740 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 34,350 (year 2038),  Features Intersected: MILL CREEK,  Facility Carried by Structure: ALLISON LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.3m (17.4ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100011,  Location: 00.00 S of Woodlawn Avenu (Lat: 38.298300,  Lng: -85.745322),  Route carried "on" structure: City street ,  Year Built: 1970,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 11,970 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 20,830 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: MILL CREEK,  Facility Carried by Structure: HAMBURG PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 81.6 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: Somewhat better than minimum adequacy,  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: 1000111,  Location: 00.10 N EASTERN BLVD (Lat: 38.294239,  Lng: -85.755578),  Route carried "on" structure: City street ,  Year Built: 1962,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 200 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 350 (year 2038),  Features Intersected: MILL CREEK,  Facility Carried by Structure: HOSPITALITY WAY
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: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Satisfactory,  Culverts: 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1000112,  Location: 00.10 E I-65 (Lat: 38.293989,  Lng: -85.755867),  Route carried "on" structure: City street ,  Year Built: 1962,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 34,930 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 60,780 (year 2038),  Features Intersected: MILL CREEK,  Facility Carried by Structure: EASTERN BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: 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: March 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1000117,  Location: 00.20 N of Spring Street (Lat: 38.297478,  Lng: -85.749167),  Route carried "on" structure: Alternate City street ,  Year Built: 1970,  Year Reconstructed: 1999,  Status: Posted for load-capacity,  Structure Length: 2.24m (7.35ft),  Average Daily Traffic: 90 (year 2018),  Truck Traffic: 50%,  Average Future Daily Traffic: 160 (year 2038),  Features Intersected: MILL Creek,  Facility Carried by Structure: WILLINGER LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 4.2m (13.8ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 61.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 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,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $522,000,  Roadway Improvement Cost: $234,000,  Total Project Cost: $954,000 ( Estimate for 2020),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1000118,  Location: 00.10 N of Redbud Road (Lat: 38.312731,  Lng: -85.694031),  Route carried "on" structure: Alternate City street ,  Year Built: 1994,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 440 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 770 (year 2038),  Features Intersected: LANCASSANGE CREEK,  Facility Carried by Structure: LANCASSANGE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: 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: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1000119,  Location: 00.10 S MIDDLE RD (Lat: 38.311150,  Lng: -85.702422),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 19,710 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 34,300 (year 2038),  Features Intersected: LANCASSANGE CREEK,  Facility Carried by Structure: ALLISON LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 100012,  Location: 00.10 W ALLISON LN (Lat: 38.310911,  Lng: -85.703300),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 23,400 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 40,720 (year 2038),  Features Intersected: LANCASSANGE CREEK,  Facility Carried by Structure: MIDDLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1000128,  Location: 00.20 NE of Scott Drive (Lat: 38.338158,  Lng: -85.737708),  Route carried "on" structure: Alternate City street ,  Year Built: 2000,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 420 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 790 (year 2038),  Features Intersected: LICK RUN BRANCH,  Facility Carried by Structure: CRUMS LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Good,  Culverts: 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1000129,  Location: 00.00 N PENSIVE RD (Lat: 38.312008,  Lng: -85.789672),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 570 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 990 (year 2038),  Features Intersected: BR SILVER CREEK,  Facility Carried by Structure: GUTFORD ROAD
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: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Channel: Satisfactory,  Culverts: 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: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1000132,  Location: 00.20 SW of Capitl Hills (Lat: 38.324992,  Lng: -85.701942),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 210 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 370 (year 2038),  Features Intersected: BRANCH OF LANCASSANGE CR,  Facility Carried by Structure: SEILO RIDGE N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.0m (6.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Channel: Satisfactory,  Culverts: 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: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1000133,  Location: 00.10 N of Washington Way (Lat: 38.324242,  Lng: -85.701256),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 210 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 370 (year 2038),  Features Intersected: BRANCH OF LANCASSANGE CR,  Facility Carried by Structure: BLUEBERRY WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.6m (5.2ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: 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: March 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1000153,  Location: 01.80 NW SR 62 (Lat: 38.389611,  Lng: -85.707886),  Route carried "on" structure: County highway ,  Year Built: 2017,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 610 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,060 (year 2038),  Features Intersected: PLEASANT RUN,  Facility Carried by Structure: SALEM NOBLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 46.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Critical Feature 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: 1000155,  Location: .23 SW OF UTICA SELLE. RD (Lat: 38.351231,  Lng: -85.708519),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 260 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 400 (year 2038),  Design Load: HL 93,  Features Intersected: CSXTRR,  Facility Carried by Structure: KEYSTONE BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum 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: 1000157,  Location: 0.44 S SR-265 (Lat: 38.342219,  Lng: -85.668611),  Route carried "on" structure: County highway ,  Year Built: 2021,  Status: Open,  Structure Length: 14.86m (48.75ft),  Average Daily Traffic: 8,800 (year 2020),  Truck Traffic: 29%,  Average Future Daily Traffic: 16,700 (year 2040),  Design Load: HL 93,  Features Intersected: LENTZIER CREEK,  Facility Carried by Structure: HEAVY HAUL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 49.1m (161.1ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  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: 8868,  Location: 00.62 S SR 62X (Lat: 38.263889,  Lng: -85.751611),  Route carried "under" structure: Interstate 64,  Year Built: 1929,  Structure Length: 0. m,  Average Daily Traffic: 28,000 (year 2007),  Truck Traffic: 15%,  Features Intersected: I-64 EB,  Facility Carried by Structure: US 31
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 13,  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Length of Maximum Span: 249.9m (819.9ft)

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Structure Number: 8868,  Location: 00.62 S SR 62X (Lat: 38.263889,  Lng: -85.751611),  Route carried "under" structure: Ramp Interstate 64,  Year Built: 1929,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2007),  Truck Traffic: 15%,  Features Intersected: I-64 WB RAMP TO N 3RD,  Facility Carried by Structure: US 31
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 13,  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Length of Maximum Span: 249.9m (819.9ft)

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Structure Number: 8868,  Location: 00.62 S SR 62X (Lat: 38.263889,  Lng: -85.751611),  Route carried "under" structure: Ramp City street ,  Year Built: 1929,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 2007),  Truck Traffic: 5%,  Features Intersected: W RIVER RD TO I-64 EBL,  Facility Carried by Structure: US 31
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 13,  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Length of Maximum Span: 249.9m (819.9ft)

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Structure Number: 8868,  Location: 00.62 S SR 62X (Lat: 38.263889,  Lng: -85.751611),  Route carried "under" structure: City street ,  Year Built: 1929,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2007),  Truck Traffic: 5%,  Features Intersected: WEST RIVERSIDE DRIVE,  Facility Carried by Structure: US 31
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 13,  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Length of Maximum Span: 249.9m (819.9ft)

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Structure Number: 8868,  Location: 00.62 S SR 62X (Lat: 38.263889,  Lng: -85.751611),  Route carried "under" structure: Interstate 64,  Year Built: 1929,  Structure Length: 0. m,  Average Daily Traffic: 28,000 (year 2007),  Truck Traffic: 15%,  Features Intersected: I-64 WB,  Facility Carried by Structure: US 31
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 13,  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Length of Maximum Span: 249.9m (819.9ft)

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Structure Number: 8891,  Location: 00.08 S 10TH ST (Lat: 38.278133,  Lng: -85.748769),  Route carried "under" structure: City street ,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 2,400 (year 2015),  Truck Traffic: 3%,  Features Intersected: 9TH STREET,  Facility Carried by Structure: US 31 NB
Minimum Vertical Clearance: 7.27m (23.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 24.8m (81.4ft)

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Structure Number: 89,  Location: 00.08 S SR 62X (Lat: 38.278150,  Lng: -85.749939),  Route carried "under" structure: City street ,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 2,400 (year 2015),  Truck Traffic: 3%,  Features Intersected: 2 RR & 9TH STREET,  Facility Carried by Structure: US 31 SB
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 46.8m (153.5ft)

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Structure Number: 34541,  Location: 00.10 S 5TH ST (Lat: 38.271939,  Lng: -85.747219),  Route carried "under" structure: City street ,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 8,421 (year 2013),  Truck Traffic: 3%,  Features Intersected: COURT AVE,  Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 34561,  Location: 00.54 S SR 62X (Lat: 38.274292,  Lng: -85.748431),  Route carried "under" structure: City street ,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 2015),  Truck Traffic: 3%,  Features Intersected: 6TH STREET,  Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 5.19m (17.03ft),  Kilometerpoint: 0.660,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 30.1m (98.8ft)

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Structure Number: 34591,  Location: 00.34 N US 31 (Lat: 38.279425,  Lng: -85.749739),  Route carried "under" structure: City street ,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 22,430 (year 2004),  Truck Traffic: 5%,  Features Intersected: 10TH STREET,  Facility Carried by Structure: I-65 NB, US 31/CD
Minimum Vertical Clearance: 6.03m (19.78ft),  Kilometerpoint: 1.400,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 25.2m (82.7ft)

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Structure Number: 34706,  Location: 00.51 N US 31 SBL (Lat: 38.326531,  Lng: -85.754661),  Route carried "under" structure: Ramp Interstate 65,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 3,060 (year 2004),  Truck Traffic: 5%,  Features Intersected: I-65 SBL EXIT LANE
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 6.968,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.3m (102.7ft)

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Structure Number: 34708,  Location: 00.72 S I-265 (Lat: 38.329489,  Lng: -85.754189),  Route carried "under" structure: Interstate 65,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 42,579 (year 2004),  Truck Traffic: 5%,  Features Intersected: I-65 NB,  Facility Carried by Structure: VETERANS PARKWAY
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 7.644,  Lanes on structure: 6,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 34708,  Location: 00.72 S I-265 (Lat: 38.329489,  Lng: -85.754189),  Route carried "under" structure: Interstate 65,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 42,579 (year 2004),  Truck Traffic: 5%,  Features Intersected: I-65 SB,  Facility Carried by Structure: VETERANS PARKWAY
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 7.644,  Lanes on structure: 6,  Lanes under structure: 10,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 3471,  Location: 00.44 S I-265 (Lat: 38.335931,  Lng: -85.753731),  Route carried "under" structure: Interstate 65,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 35,569 (year 2004),  Truck Traffic: 15%,  Features Intersected: I-65 NB,  Facility Carried by Structure: PROGRESS WAY
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 8.095,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 3471,  Location: 00.44 S I-265 (Lat: 38.335931,  Lng: -85.753731),  Route carried "under" structure: Interstate 65,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 35,569 (year 2004),  Truck Traffic: 15%,  Features Intersected: I-65 SB,  Facility Carried by Structure: PROGRESS WAY
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 8.095,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 51425,  Location: 00.10 W CT AVE/BROADWAY J (Lat: 38.272081,  Lng: -85.749739),  Route carried "under" structure: City street ,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 118 (year 2010),  Truck Traffic: 3%,  Features Intersected: US 31,  Facility Carried by Structure: COURT AVENUE
Minimum Vertical Clearance: 6.93m (22.74ft),  Kilometerpoint: 0.515,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 28.8m (94.5ft)

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Structure Number: 5143,  Location: 00.08 S SR 62X (Lat: 38.277842,  Lng: -85.749469),  Route carried "under" structure: City street ,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 1,372 (year 2014),  Truck Traffic: 3%,  Features Intersected: 9TH ST,  Facility Carried by Structure: US 31 NB RAMP I-65
Minimum Vertical Clearance: 7.45m (24.44ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 31.5m (103.3ft)

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Structure Number: 51435,  Location: 00.34 S SR 62X (Lat: 38.274422,  Lng: -85.748069),  Route carried "under" structure: Ramp Interstate 65,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 2010),  Truck Traffic: 3%,  Features Intersected: RAMP 3 ON I-65 NB,  Facility Carried by Structure: US 31 RAMP 7
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 0.821,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 50.7m (166.3ft)

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Structure Number: 51435,  Location: 00.34 S SR 62X (Lat: 38.274422,  Lng: -85.748069),  Route carried "under" structure: City street ,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 2010),  Truck Traffic: 3%,  Features Intersected: 6TH ST,  Facility Carried by Structure: US 31 RAMP 7
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 0.821,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 50.7m (166.3ft)

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Structure Number: 51435,  Location: 00.34 S SR 62X (Lat: 38.274422,  Lng: -85.748069),  Route carried "under" structure: Ramp Interstate 65,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 2010),  Truck Traffic: 3%,  Features Intersected: RAMP 8A ON I-65 SB,  Facility Carried by Structure: US 31 RAMP 7
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 0.821,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 50.7m (166.3ft)

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Structure Number: 51435,  Location: 00.34 S SR 62X (Lat: 38.274422,  Lng: -85.748069),  Route carried "under" structure: Interstate 65,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 45,749 (year 2014),  Truck Traffic: 20%,  Features Intersected: I-65 SB,  Facility Carried by Structure: US 31 RAMP 7
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 0.821,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 50.7m (166.3ft)

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Structure Number: 51435,  Location: 00.34 S SR 62X (Lat: 38.274422,  Lng: -85.748069),  Route carried "under" structure: Interstate 65,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 45,749 (year 2014),  Truck Traffic: 20%,  Features Intersected: I-65 NB,  Facility Carried by Structure: US 31 RAMP 7
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 0.821,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 50.7m (166.3ft)

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Structure Number: 51455,  Location: 05.27 S I-265 (Lat: 38.274333,  Lng: -85.749350),  Route carried "under" structure: City street ,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 2015),  Truck Traffic: 3%,  Features Intersected: 6TH STREET,  Facility Carried by Structure: US 31 SB RAMP 6
Minimum Vertical Clearance: 6.21m (20.37ft),  Kilometerpoint: 0.628,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 51475,  Location: 05.27 S I-265 (Lat: 38.271983,  Lng: -85.747350),  Route carried "under" structure: City street ,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 13,200 (year 2010),  Truck Traffic: 3%,  Features Intersected: COURT AVENUE,  Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 30.4m (99.7ft)

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Structure Number: 799,  Location: 00.33 E SR 62 (Lat: 38.343736,  Lng: -85.700161),  Route carried "under" structure: State highway 265,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 10,626 (year 2004),  Truck Traffic: 5%,  Features Intersected: SR 265 EBL,  Facility Carried by Structure: PORT ROAD
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 799,  Location: 00.33 E SR 62 (Lat: 38.343975,  Lng: -85.700150),  Route carried "under" structure: State highway 265,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 10,626 (year 2004),  Truck Traffic: 5%,  Features Intersected: SR 265 WBL,  Facility Carried by Structure: PORT ROAD
Minimum Vertical Clearance: 5.19m (17.03ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 79902,  Location: 00.33 E SR 62 (Lat: 38.343200,  Lng: -85.700181),  Route carried "under" structure: State highway 265,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 16,285 (year 2014),  Truck Traffic: 33%,  Features Intersected: RAMP SR 62 TO SR 265 EB,  Facility Carried by Structure: PORT ROAD
Minimum Vertical Clearance: 5.19m (17.03ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.1m (52.8ft)

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Structure Number: 79904,  Location: 00.83 E SR 62 (Lat: 38.343642,  Lng: -85.691139),  Route carried "under" structure: State highway 265,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 10,626 (year 2004),  Truck Traffic: 5%,  Features Intersected: SR 265 EB,  Facility Carried by Structure: UTICA-SELLERSBURG
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 16.753,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 79904,  Location: 00.83 E SR 62 (Lat: 38.343642,  Lng: -85.691139),  Route carried "under" structure: State highway 265,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 10,626 (year 2004),  Truck Traffic: 5%,  Features Intersected: SR 265 WB,  Facility Carried by Structure: UTICA-SELLERSBURG
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 16.753,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 79916,  Location: 05.27 S I-265 (Lat: 38.274269,  Lng: -85.747911),  Route carried "under" structure: City street ,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 2010),  Truck Traffic: 3%,  Features Intersected: 6TH STREET,  Facility Carried by Structure: I-65 NB RAMP 5
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 35.8m (117.5ft)

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Structure Number: 79918,  Location: 00.08 S SR 62X (Lat: 38.278169,  Lng: -85.749469),  Route carried "under" structure: City street ,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 2,400 (year 2015),  Truck Traffic: 3%,  Features Intersected: 9TH STREET,  Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 7.12m (23.36ft),  Kilometerpoint: 1.094,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 37.1m (121.7ft)

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Structure Number: 7992,  Location: 05.27 S I-265 (Lat: 38.274269,  Lng: -85.747911),  Route carried "under" structure: City street ,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 3,500 (year 2010),  Truck Traffic: 3%,  Features Intersected: 6TH STREET,  Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 30.1m (98.8ft)

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Structure Number: 79972,  Location: 00.43 S US 31 (Lat: 38.268575,  Lng: -85.745139),  Route carried "under" structure: City street ,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 1,200 (year 2004),  Truck Traffic: 5%,  Features Intersected: MARKET STREET,  Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 8.32m (27.30ft),  Kilometerpoint: 0.161,  Lanes on structure: 7,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 73.2m (240.2ft)

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Structure Number: 79972,  Location: 00.43 S US 31 (Lat: 38.268575,  Lng: -85.745139),  Route carried "under" structure: City street ,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 1,118 (year 2004),  Truck Traffic: 5%,  Features Intersected: RIVERSIDE DRIVE,  Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 12.29m (40.32ft),  Kilometerpoint: 0.161,  Lanes on structure: 7,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 73.2m (240.2ft)

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Structure Number: 80447,  Location: 00.43 S US 31 (Lat: 38.268611,  Lng: -85.745589),  Route carried "under" structure: City street ,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 1,200 (year 2004),  Truck Traffic: 5%,  Features Intersected: MARKET STREET,  Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 6.63m (21.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 77.7m (254.9ft)

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Structure Number: 80447,  Location: 00.43 S US 31 (Lat: 38.268611,  Lng: -85.745589),  Route carried "under" structure: City street ,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 1,118 (year 2004),  Truck Traffic: 5%,  Features Intersected: RIVERSIDE DRIVE,  Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 11.74m (38.52ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 77.7m (254.9ft)

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Structure Number: 80482,  Location: 02.20 E SR 62 (Lat: 38.349217,  Lng: -85.667200),  Route carried "under" structure: State highway 265,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 10,626 (year 2004),  Truck Traffic: 5%,  Features Intersected: SR 265 EB,  Facility Carried by Structure: SALEM ROAD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 18.958,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.2m (102.4ft)

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Structure Number: 80482,  Location: 02.20 E SR 62 (Lat: 38.349425,  Lng: -85.667269),  Route carried "under" structure: State highway 265,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 10,626 (year 2004),  Truck Traffic: 5%,  Features Intersected: SR 265 WB,  Facility Carried by Structure: SALEM ROAD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 18.958,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.2m (102.4ft)

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Structure Number: 8067,  Location: 00.34 N US 31 (Lat: 38.279450,  Lng: -85.749989),  Route carried "under" structure: City street ,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 22,430 (year 2004),  Truck Traffic: 5%,  Features Intersected: 10TH STREET,  Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 5.50m (18.04ft),  Kilometerpoint: 1.400,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 25.2m (82.7ft)

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Structure Number: 8068,  Location: 00.08 S SR 62X (Lat: 38.278111,  Lng: -85.749619),  Route carried "under" structure: City street ,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 2,400 (year 2015),  Truck Traffic: 3%,  Features Intersected: 9TH STREET,  Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 7.08m (23.23ft),  Kilometerpoint: 1.094,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 41.4m (135.8ft)