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

Find on map >>   Show street view

Structure Number: 9,  Location: 01.65 N SR 101 (Lat: 39.448431,  Lng: -85.030461),  Route carried "on" structure: State highway 1,  Year Built: 1931,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 3,563 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,831 (year 2033),  Design Load: H 20,  Features Intersected: BUTLERS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.749,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

Find on map >>   Show street view

Structure Number: 3481,  Location: 00.60 S SR 14 (Lat: 41.065319,  Lng: -85.742500),  Route carried "on" structure: State highway 13,  Year Built: 2021,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 2,950 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,210 (year 2040),  Design Load: HL 93,  Features Intersected: PLUNGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.285,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 49.6 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: 38.2 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: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 9,  Location: 00.68 N SR 403 (Lat: 38.415869,  Lng: -85.752719),  Route carried "on" structure: US 31,  Year Built: 1932,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 8,780 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,850 (year 2039),  Design Load: H 20,  Features Intersected: MUDDY FORK, CO RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.268,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1414,  Location: 06.84 W US 27 (Lat: 39.816950,  Lng: -85.015711),  Route carried "on" structure: US 40,  Year Built: 1925,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 4.40m (14.44ft),  Average Daily Traffic: 9,609 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,952 (year 2030),  Design Load: H 20,  Features Intersected: NOLANDS FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.719,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

Find on map >>   Show street view

Structure Number: 2155,  Location: 01.97 W SR 311 (Lat: 38.404119,  Lng: -85.787469),  Route carried "on" structure: State highway 60,  Year Built: 1952,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 11,358 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,648 (year 2031),  Design Load: HS 20,  Features Intersected: ELK RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.889,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 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: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.5 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022

Find on map >>   Show street view

Structure Number: 2156,  Location: 01.05 E SR 311 (Lat: 38.370300,  Lng: -85.755781),  Route carried "on" structure: State highway 60,  Year Built: 2004,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 10,467 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 30,320 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: I-65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.750,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 83.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 21561,  Location: 01.05 E of SR 311 (Lat: 38.370450,  Lng: -85.755831),  Route carried "on" structure: State highway 60,  Year Built: 2004,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 10,467 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,751 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: I-65
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.750,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 82.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3474,  Location: 01.74 N SR 60 (Lat: 38.394131,  Lng: -85.762439),  Route carried "on" structure: Interstate 65,  Year Built: 1958,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 6.02m (19.75ft),  Average Daily Traffic: 27,144 (year 2015),  Truck Traffic: 30%,  Average Future Daily Traffic: 34,742 (year 2035),  Design Load: HL 93,  Features Intersected: SR 311X
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.645,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.2m (69.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.7m (54.8ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3475,  Location: 01.74 N SR 60 (Lat: 38.393911,  Lng: -85.762739),  Route carried "on" structure: Interstate 65,  Year Built: 1958,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 6.02m (19.75ft),  Average Daily Traffic: 29,406 (year 2015),  Truck Traffic: 30%,  Average Future Daily Traffic: 37,638 (year 2035),  Design Load: HL 93,  Features Intersected: SR 311X
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.645,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.2m (69.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.7m (54.8ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 53.1 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3476,  Location: 01.12 N SR 311 (Lat: 38.409881,  Lng: -85.765011),  Route carried "on" structure: Alternate County highway ,  Year Built: 1958,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 2,399 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,006 (year 2030),  Design Load: HS 20,  Features Intersected: I-65,  Facility Carried by Structure: ST JOE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.4m (70.2ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 3478,  Location: 02.38 N SR 311 (Lat: 38.428281,  Lng: -85.764811),  Route carried "on" structure: Interstate 65,  Year Built: 1958,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 5.34m (17.52ft),  Average Daily Traffic: 18,874 (year 2015),  Truck Traffic: 30%,  Average Future Daily Traffic: 22,190 (year 2035),  Design Load: HL 93,  Features Intersected: MUDDY FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.475,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 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: 19.2m (63.0ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 56.1 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: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3479,  Location: 02.38 N SR 311 (Lat: 38.428181,  Lng: -85.765111),  Route carried "on" structure: Interstate 65,  Year Built: 1958,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 5.34m (17.52ft),  Average Daily Traffic: 20,446 (year 2015),  Truck Traffic: 30%,  Average Future Daily Traffic: 24,040 (year 2035),  Design Load: HL 93,  Features Intersected: MUDDY FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.475,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 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: 19.2m (63.0ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 56.1 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: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 348,  Location: 03.31 N SR 311 (Lat: 38.441600,  Lng: -85.766131),  Route carried "on" structure: Interstate 65,  Year Built: 1958,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 3.94m (12.93ft),  Average Daily Traffic: 20,446 (year 2015),  Truck Traffic: 30%,  Average Future Daily Traffic: 24,040 (year 2035),  Design Load: HL 93,  Features Intersected: PERRY CROSSING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.972,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  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: 12.8m (42.0ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 57.0 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: 28.8 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3481,  Location: 03.31 N SR 311 (Lat: 38.441439,  Lng: -85.766389),  Route carried "on" structure: Interstate 65,  Year Built: 1958,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 3.94m (12.93ft),  Average Daily Traffic: 18,874 (year 2015),  Truck Traffic: 30%,  Average Future Daily Traffic: 22,190 (year 2035),  Design Load: HS 20,  Features Intersected: PERRY CROSSING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.972,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  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: 12.8m (42.0ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 58.6 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: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1000012,  Location: 00.20 W COLUMBUS-MANN RD (Lat: 38.438239,  Lng: -85.773514),  Route carried "on" structure: Alternate County highway ,  Year Built: 1977,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 420 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 730 (year 2038),  Design Load: HS 20,  Features Intersected: MUDDY FORK CREEK,  Facility Carried by Structure: PERRY CROSSING RD
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 continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.4m (47.2ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: 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 minimum criteria,  Deck Geometry: Better than 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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 1000013,  Location: 00.00 N of Weber Road (Lat: 38.436411,  Lng: -85.748703),  Route carried "on" structure: Alternate County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 4.83m (15.85ft),  Average Daily Traffic: 410 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 710 (year 2038),  Design Load: HS 20,  Features Intersected: SILVER Creek,  Facility Carried by Structure: BUD PRATHER 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 continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.5m (57.4ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 45.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.1 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: 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,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1000014,  Location: 00.60 S of Sterling Oaks (Lat: 38.412300,  Lng: -85.772583),  Route carried "on" structure: Alternate County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 2.45m (8.04ft),  Average Daily Traffic: 410 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 710 (year 2038),  Design Load: HS 20,  Features Intersected: ELK RUN,  Facility Carried by Structure: ALLENTOWN 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: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.1 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: Better than 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1000069,  Location: 00.10 E of Bennetsville R (Lat: 38.450500,  Lng: -85.815292),  Route carried "on" structure: Alternate County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 2.51m (8.23ft),  Average Daily Traffic: 420 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 730 (year 2038),  Features Intersected: MUDDY FORK,  Facility Carried by Structure: EBENEZER CH ROAD
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),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 67.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.3 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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 100007,  Location: 00.40 N SR 60 (Lat: 38.450869,  Lng: -85.827606),  Route carried "on" structure: Alternate County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 420 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 730 (year 2038),  Features Intersected: BRANCH OF MUDDY FORK,  Facility Carried by Structure: WILSON SWITCH RD
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: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Channel: Fair,  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: High priority of corrective action,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1000071,  Location: 00.10 N SR 60 (Lat: 38.447061,  Lng: -85.827728),  Route carried "on" structure: Alternate County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 420 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 730 (year 2038),  Features Intersected: MUDDY FORK,  Facility Carried by Structure: WILSON SWITCH RD
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: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

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

Find on map >>   Show street view

Structure Number: 1000076,  Location: 00.40 E of Atkins Road (Lat: 38.407811,  Lng: -85.837547),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 790 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,370 (year 2038),  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: ST JOHNS ROAD
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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.2m (23.6ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.8 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: 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1000081,  Location: 00.20 N SR 60 (Lat: 38.447350,  Lng: -85.865386),  Route carried "on" structure: Alternate County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 420 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 730 (year 2038),  Features Intersected: MUDDY FORK,  Facility Carried by Structure: CARWOOD 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: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 52.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1000105,  Location: 00.10 SW of U.S. 31 (Lat: 38.393831,  Lng: -85.758828),  Route carried "on" structure: Alternate City street ,  Year Built: 1957,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 210 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 370 (year 2038),  Features Intersected: CAMP RUN,  Facility Carried by Structure: NEW ALBANY STREET
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),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.9m (22.6ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 83.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.2 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $233,000,  Roadway Improvement Cost: $220,000,  Total Project Cost: $572,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1000107,  Location: 00.10 W of U.S. 31 (Lat: 38.391700,  Lng: -85.756858),  Route carried "on" structure: Alternate City street ,  Year Built: 1985,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 1,020 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,770 (year 2038),  Features Intersected: CAMP Run,  Facility Carried by Structure: POPP Ave
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,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1000151,  Location: 00.10 E RR (Lat: 38.384339,  Lng: -85.740450),  Route carried "on" structure: Alternate County highway ,  Year Built: 2015,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 800 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,390 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: CAMP RUN,  Facility Carried by Structure: BEAN 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),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.6m (41.3ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 93.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 62.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1000156,  Location: 00.10 N OLD SR 60 (Lat: 38.385489,  Lng: -85.766839),  Route carried "on" structure: Alternate County highway ,  Year Built: 2020,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 13,695 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 22,730 (year 2040),  Design Load: HS 20,  Features Intersected: CAMP RUN,  Facility Carried by Structure: CHARLESTOWN ROAD
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),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Channel: Very good,  Culverts: Excellent,  Operating Rating: 40.8 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: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Wearing Surface/Protective System: Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 9,  Location: 00.68 N SR 403 (Lat: 38.415869,  Lng: -85.752725),  Route carried "under" structure: County highway ,  Year Built: 1932,  Structure Length: 0. m,  Average Daily Traffic: 132 (year 2004),  Truck Traffic: 25%,  Features Intersected: COUNTY ROAD,  Facility Carried by Structure: US 31
Minimum Vertical Clearance: 4.04m (13.25ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 13.7m (44.9ft)

Find on map >>   Show street view

Structure Number: 2156,  Location: 01.05 E SR 311 (Lat: 38.370300,  Lng: -85.755775),  Route carried "under" structure: Interstate 65,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 28,843 (year 2004),  Truck Traffic: 15%,  Features Intersected: I-65 NBL,  Facility Carried by Structure: SR 60 EB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 11.845,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

Find on map >>   Show street view

Structure Number: 2156,  Location: 01.05 E SR 311 (Lat: 38.370300,  Lng: -85.755775),  Route carried "under" structure: Interstate 65,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 28,843 (year 2004),  Truck Traffic: 15%,  Features Intersected: I-65 SBL,  Facility Carried by Structure: SR 60 EB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 11.845,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

Find on map >>   Show street view

Structure Number: 21561,  Location: 01.05 E of SR 311 (Lat: 38.370450,  Lng: -85.755828),  Route carried "under" structure: Interstate 65,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 28,843 (year 2004),  Truck Traffic: 15%,  Features Intersected: I-65 SBL,  Facility Carried by Structure: SR 60 WB
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 11.861,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

Find on map >>   Show street view

Structure Number: 21561,  Location: 01.05 E of SR 311 (Lat: 38.370450,  Lng: -85.755828),  Route carried "under" structure: Interstate 65,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 28,843 (year 2004),  Truck Traffic: 15%,  Features Intersected: I-65 NBL,  Facility Carried by Structure: SR 60 WB
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 11.861,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

Find on map >>   Show street view

Structure Number: 3474,  Location: 01.74 N SR 60 (Lat: 38.394131,  Lng: -85.762444),  Route carried "under" structure: State highway 311,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 4,726 (year 2004),  Truck Traffic: 5%,  Features Intersected: SR 311X EB,  Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 3.219,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 16.7m (54.8ft)

Find on map >>   Show street view

Structure Number: 3474,  Location: 01.74 N SR 60 (Lat: 38.394131,  Lng: -85.762444),  Route carried "under" structure: State highway 311,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 4,726 (year 2004),  Truck Traffic: 5%,  Features Intersected: SR 311X WB,  Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 3.219,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 16.7m (54.8ft)

Find on map >>   Show street view

Structure Number: 3475,  Location: 01.74 N SR 60 (Lat: 38.393911,  Lng: -85.762750),  Route carried "under" structure: State highway 311,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 4,726 (year 2004),  Truck Traffic: 5%,  Features Intersected: SR 311X EB,  Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 3.187,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 16.7m (54.8ft)

Find on map >>   Show street view

Structure Number: 3475,  Location: 01.74 N SR 60 (Lat: 38.393911,  Lng: -85.762750),  Route carried "under" structure: State highway 311,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 4,726 (year 2004),  Truck Traffic: 5%,  Features Intersected: SR 311X WB,  Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 3.187,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 16.7m (54.8ft)

Find on map >>   Show street view

Structure Number: 3476,  Location: 01.12 N SR 311 (Lat: 38.409881,  Lng: -85.765014),  Route carried "under" structure: Interstate 65,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 19,592 (year 2004),  Truck Traffic: 10%,  Features Intersected: I-65 NB,  Facility Carried by Structure: ST JOE ROAD
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 16.447,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.4m (70.2ft)

Find on map >>   Show street view

Structure Number: 3476,  Location: 01.12 N SR 311 (Lat: 38.409881,  Lng: -85.765014),  Route carried "under" structure: Interstate 65,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 19,592 (year 2004),  Truck Traffic: 10%,  Features Intersected: I-65 SB,  Facility Carried by Structure: ST JOE ROAD
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 16.447,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.4m (70.2ft)

Find on map >>   Show street view

Structure Number: 348,  Location: 03.31 N SR 311 (Lat: 38.441600,  Lng: -85.766128),  Route carried "under" structure: County highway ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 2,822 (year 2014),  Truck Traffic: 5%,  Features Intersected: PERRY CROSSING ROAD,  Facility Carried by Structure: I-65 NB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.6m (38.1ft)

Find on map >>   Show street view

Structure Number: 3481,  Location: 03.31 N SR 311 (Lat: 38.441439,  Lng: -85.766389),  Route carried "under" structure: County highway ,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 2,970 (year 2015),  Truck Traffic: 10%,  Features Intersected: PERRY CROSSING ROAD,  Facility Carried by Structure: I-65 SB
Minimum Vertical Clearance: 4.43m (14.53ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 12.8m (42.0ft)