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

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Structure Number: 17431,  Location: 01.22 W SR 229 (Lat: 39.308489,  Lng: -85.239289),  Route carried "on" structure: State highway 46,  Year Built: 2020,  Status: Open,  Structure Length: 2.33m (7.64ft),  Average Daily Traffic: 4,240 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,920 (year 2039),  Design Load: HL 93,  Features Intersected: LITTLE LAUGHERY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.973,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 57.3 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1744,  Location: 02.18 W SR 101 (Lat: 39.278719,  Lng: -85.136703),  Route carried "on" structure: State highway 46,  Year Built: 1932,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 6,604 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,099 (year 2033),  Design Load: HS 20,  Features Intersected: WESTERN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.465,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 41.8 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: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 26298,  Location: 01.33 S SR 46 (Lat: 39.270211,  Lng: -85.203331),  Route carried "on" structure: State highway 129,  Year Built: 1990,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 2,009 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,939 (year 2031),  Design Load: HS 20,  Features Intersected: BOB'S CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.529,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: June 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: 2933,  Location: 04.31 N SR 48 (Lat: 39.245419,  Lng: -85.247781),  Route carried "on" structure: State highway 229,  Year Built: 1972,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 918 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 918 (year 2033),  Design Load: HS 20,  Features Intersected: LAUGHERY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.684,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.5m (34.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.1m (49.5ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.7 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: 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 48 months,  Inspection Date: June 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2936,  Location: 00.15 N SR 46 (Lat: 39.308150,  Lng: -85.216508),  Route carried "on" structure: State highway 229,  Year Built: 1962,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 6.26m (20.54ft),  Average Daily Traffic: 24,963 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 39,277 (year 2031),  Design Load: HS 20,  Features Intersected: I-74
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.827,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.0m (65.6ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 4519,  Location: 01.52 W SR 229 (Lat: 39.315339,  Lng: -85.241881),  Route carried "on" structure: Interstate 74,  Year Built: 1962,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 3.61m (11.84ft),  Average Daily Traffic: 11,792 (year 2017),  Truck Traffic: 35%,  Average Future Daily Traffic: 14,518 (year 2037),  Design Load: HL 93,  Features Intersected: LAUGHERY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 237.378,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Good,  Operating Rating: 60.6 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: 33.0 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: Better than 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 452,  Location: 01.52 W SR 229 (Lat: 39.315581,  Lng: -85.241819),  Route carried "on" structure: Interstate 74,  Year Built: 1962,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 3.61m (11.84ft),  Average Daily Traffic: 11,698 (year 2017),  Truck Traffic: 35%,  Average Future Daily Traffic: 14,402 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: LAUGHERY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 237.378,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Very good,  Operating Rating: 61.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4521,  Location: 01.39 W SR 229 (Lat: 39.315489,  Lng: -85.239169),  Route carried "on" structure: Alternate County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 760 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 760 (year 2036),  Design Load: HS 20,  Features Intersected: I-74,  Facility Carried by Structure: CR 800 S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 59.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 4522,  Location: 02.22 E SR 229 (Lat: 39.294289,  Lng: -85.178933),  Route carried "on" structure: Alternate County highway ,  Year Built: 1962,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 6.82m (22.38ft),  Average Daily Traffic: 983 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,100 (year 2040),  Design Load: HL 93,  Features Intersected: I-74,  Facility Carried by Structure: CR 1500 N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 21.3m (69.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 53.8 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: 41.5 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  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: 4523,  Location: 03.89 E SR 229 (Lat: 39.283531,  Lng: -85.151467),  Route carried "on" structure: Alternate County highway ,  Year Built: 1962,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 463 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 810 (year 2031),  Design Load: HS 20,  Features Intersected: I-74,  Facility Carried by Structure: CR 600 E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 66.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  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

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Structure Number: 4524,  Location: 01.90 W SR 101 (Lat: 39.280439,  Lng: -85.135811),  Route carried "on" structure: Interstate 74,  Year Built: 1962,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 12,614 (year 2017),  Truck Traffic: 33%,  Average Future Daily Traffic: 15,778 (year 2037),  Design Load: HL 93,  Features Intersected: WESTERN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 247.437,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 59.0 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: 35.0 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: Better than 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4525,  Location: 01.90 W SR 101 (Lat: 39.280681,  Lng: -85.135719),  Route carried "on" structure: Interstate 74,  Year Built: 1962,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 12,266 (year 2017),  Truck Traffic: 33%,  Average Future Daily Traffic: 15,342 (year 2037),  Design Load: HL 93,  Features Intersected: WESTERN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 247.437,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.0 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: 35.0 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: Better than 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2400048,  Location: 00.80 MI. E. OF 3 MILE RD (Lat: 39.323069,  Lng: -85.243511),  Route carried "on" structure: Alternate County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 225 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 300 (year 2041),  Features Intersected: LITTLE LAUGHERY CREEK,  Facility Carried by Structure: POCKET RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Fair,  Culverts: Serious,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  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 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $175,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $300,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2400049,  Location: 00.30 MI. S. of MID RD (Lat: 39.288511,  Lng: -85.277450),  Route carried "on" structure: Alternate County highway ,  Year Built: 1928,  Status: Posted for load,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 227 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 301 (year 2040),  Features Intersected: WALNUT FK LAUGHERY CREEK,  Facility Carried by Structure: POCKET RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 14.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $300,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240005,  Location: 00.20 W BESSELER (Lat: 39.333300,  Lng: -85.280831),  Route carried "on" structure: Alternate County highway ,  Year Built: 1890,  Year Reconstructed: 2009,  Status: Posted for load,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 351 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 465 (year 2040),  Features Intersected: SALT CREEK,  Facility Carried by Structure: ENOCHSBURG RD
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Wood or Timber,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 3.9m (12.8ft),  Out-to-Out Width: 4.1m (13.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 11.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 11.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 2400054,  Location: 00.20 NE of MID RD (Lat: 39.296481,  Lng: -85.242769),  Route carried "on" structure: Alternate County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 400 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 451 (year 2040),  Design Load: HS 20,  Features Intersected: LITTLE LAUGHERY CREEK,  Facility Carried by Structure: INDIAN UNDERPASS
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: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2400111,  Location: 00.90 MI. E. OF 3 MILE RD (Lat: 39.337500,  Lng: -85.241661),  Route carried "on" structure: Alternate County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 120 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 150 (year 2040),  Design Load: HS 20,  Features Intersected: BR OF LITTLE LAUGHERY CR,  Facility Carried by Structure: VOTE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.5m (24.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 89.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 240012,  Location: 00.50 MI. E of SHRINE RD (Lat: 39.310000,  Lng: -85.181661),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 340 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 451 (year 2040),  Features Intersected: CLEAR FORK,  Facility Carried by Structure: FIVE POINT 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),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 15.2m (49.9ft)

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: 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: October 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2400128,  Location: 00.01 MI. E. OF POCKET RD (Lat: 39.293939,  Lng: -85.277031),  Route carried "on" structure: Alternate County highway ,  Year Built: 2008,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 227 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 301 (year 2040),  Design Load: HS 20,  Features Intersected: WALNUT FORK,  Facility Carried by Structure: MID RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.9m (9.5ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.5m (41.0ft)

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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 240013,  Location: 00.01 MI. N. SNOWHILL RD (Lat: 39.325950,  Lng: -84.851861),  Route carried "on" structure: Alternate County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 2.66m (8.73ft),  Average Daily Traffic: 625 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 825 (year 2040),  Design Load: HS 20,  Features Intersected: BR JOHNSON FK WHITEWATER,  Facility Carried by Structure: JOHNSON FORK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 70.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 2400135,  Location: 00.10 S of SR 46 (Lat: 39.307400,  Lng: -85.234650),  Route carried "on" structure: Alternate City street ,  Year Built: 2011,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 600 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 900 (year 2040),  Features Intersected: BRANCH LITTLE LAUGHERY,  Facility Carried by Structure: HUNTERSVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.5m (34.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 2400137,  Location: 00.50 SE of SR 46 (Lat: 39.304661,  Lng: -85.239300),  Route carried "on" structure: Alternate City street ,  Year Built: 2011,  Status: Open,  Structure Length: 1.88m (6.17ft),  Average Daily Traffic: 600 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 880 (year 2040),  Design Load: HS 20,  Features Intersected: LITTLE LAUGHERY CREEK,  Facility Carried by Structure: COLUMBUS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 2400143,  Location: 00.10 MI. W. of POCKET RD (Lat: 39.279439,  Lng: -85.279850),  Route carried "on" structure: County highway ,  Year Built: 2020,  Status: Open,  Structure Length: 1.44m (4.72ft),  Average Daily Traffic: 203 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 269 (year 2040),  Design Load: HS 20,  Features Intersected: WALNUT FK LAUGHERY CREEK,  Facility Carried by Structure: LAST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.9m (42.3ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 6900077,  Location: 00.03 N LEGION ROAD (Lat: 39.270400,  Lng: -85.207731),  Route carried "on" structure: County highway 99,  Year Built: 2006,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 1,125 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,675 (year 2038),  Design Load: HS 20,  Features Intersected: MOLLEN-KRAMER RESERVOIR,  Facility Carried by Structure: CR 300E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Inventory Rating: 62.7 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Underwater Inspection Date: May 2021,  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: 690008,  Location: 00.30 E OF SR 129 (Lat: 39.235250,  Lng: -85.202139),  Route carried "on" structure: County highway 68,  Year Built: 1930,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 150 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 225 (year 2038),  Design Load: HS 20,  Features Intersected: RIPLEY CREEK,  Facility Carried by Structure: CR 1100N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 72.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6900083,  Location: 00.19 NE OF SR 229 (Lat: 39.251689,  Lng: -85.240711),  Route carried "on" structure: County highway 286,  Year Built: 1986,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 175 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 250 (year 2038),  Design Load: HS 20,  Features Intersected: LAUGHERY CREEK,  Facility Carried by Structure: LEGION RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 79.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.7 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6900084,  Location: 00.02 NW OF CR 1100 N (Lat: 39.227411,  Lng: -85.242081),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 4.01m (13.16ft),  Average Daily Traffic: 175 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 250 (year 2038),  Design Load: HS 20,  Features Intersected: LAUGHERY CREEK,  Facility Carried by Structure: SALEM 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: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6900085,  Location: 00.29 W OF SR 229 (Lat: 39.279369,  Lng: -85.246781),  Route carried "on" structure: County highway 80,  Year Built: 1990,  Status: Posted for load,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 175 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 250 (year 2038),  Design Load: HS 20,  Features Intersected: LITTTLE LAUGHERY CREEK,  Facility Carried by Structure: CR 1400 NORTH
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: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 17.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6900093,  Location: 00.14 W OF CR 100 W (Lat: 39.264831,  Lng: -85.280050),  Route carried "on" structure: County highway 76,  Year Built: 1986,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 160 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 225 (year 2038),  Features Intersected: WALNUT FORK,  Facility Carried by Structure: CR 1300N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.4m (24.3ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 73.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6900097,  Location: 00.13 W OF SR 229 (Lat: 39.264669,  Lng: -85.247331),  Route carried "on" structure: County highway 76,  Year Built: 1974,  Status: Open,  Structure Length: 2.84m (9.32ft),  Average Daily Traffic: 160 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 225 (year 2038),  Design Load: HS 20,  Features Intersected: LITTLE LAUGHERY CREEK,  Facility Carried by Structure: CR 1300N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.5m (31.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 78.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6900098,  Location: 00.20 E OF SR 229 (Lat: 39.264639,  Lng: -85.241269),  Route carried "on" structure: County highway 76,  Year Built: 1986,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 175 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 250 (year 2038),  Design Load: HS 20,  Features Intersected: BOBS CREEK,  Facility Carried by Structure: CR 1300N
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: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 81.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6900135,  Location: 00.70 W OF SR 229 (Lat: 39.286319,  Lng: -85.246769),  Route carried "on" structure: County highway 352,  Year Built: 1935,  Year Reconstructed: 1992,  Status: Posted for load,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 25 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 50 (year 2038),  Design Load: HS 20,  Features Intersected: LITTLE LAUGHERY CREEK,  Facility Carried by Structure: CR 1450N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.3m (33.8ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 10.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 6.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6900138,  Location: 00.12 S OF CR 1400 N (Lat: 39.277289,  Lng: -85.217089),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 650 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 875 (year 2038),  Design Load: HS 20,  Features Intersected: BOBS CREEK,  Facility Carried by Structure: DELAWARE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.6m (41.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $225,000 ( Estimate for 2018),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6900143,  Location: 00.24 W OF ST. MARY'S ROA (Lat: 39.306569,  Lng: -85.119981),  Route carried "on" structure: County highway 302,  Year Built: 1977,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 150 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 225 (year 2038),  Design Load: HS 20,  Features Intersected: BRANCH OF PIPE CREEK,  Facility Carried by Structure: CR 1575N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.1m (13.5ft),  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: 8.3m (27.2ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2936,  Location: 00.15 N SR 46 (Lat: 39.308150,  Lng: -85.216508),  Route carried "under" structure: Interstate 74,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 11,583 (year 2004),  Truck Traffic: 10%,  Features Intersected: SR 229
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 239.824,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.0m (65.6ft)

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Structure Number: 2936,  Location: 00.15 N SR 46 (Lat: 39.308150,  Lng: -85.216508),  Route carried "under" structure: Interstate 74,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 11,583 (year 2004),  Truck Traffic: 10%,  Features Intersected: SR 229
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 239.824,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.0m (65.6ft)

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Structure Number: 4521,  Location: 01.39 W SR 229 (Lat: 39.315489,  Lng: -85.239175),  Route carried "under" structure: Interstate 74,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 9,014 (year 2004),  Truck Traffic: 10%,  Features Intersected: I-74 EB,  Facility Carried by Structure: CR 800S
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 237.587,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 4521,  Location: 01.39 W SR 229 (Lat: 39.315489,  Lng: -85.239175),  Route carried "under" structure: Interstate 74,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 9,393 (year 2004),  Truck Traffic: 10%,  Features Intersected: I-74 WB,  Facility Carried by Structure: CR 800S
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 237.587,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 4522,  Location: 02.22 E SR 229 (Lat: 39.294289,  Lng: -85.178933),  Route carried "under" structure: Interstate 74,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 9,014 (year 2004),  Truck Traffic: 10%,  Features Intersected: I-74 EB,  Facility Carried by Structure: CR 1500N
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 243.397,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 4522,  Location: 02.22 E SR 229 (Lat: 39.294289,  Lng: -85.178933),  Route carried "under" structure: Interstate 74,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 9,393 (year 2004),  Truck Traffic: 10%,  Features Intersected: I-74 WB,  Facility Carried by Structure: CR 1500N
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 243.397,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 4523,  Location: 03.89 E SR 229 (Lat: 39.283531,  Lng: -85.151467),  Route carried "under" structure: Interstate 74,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 9,014 (year 2004),  Truck Traffic: 10%,  Features Intersected: I-74 EB,  Facility Carried by Structure: CR 600E
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 246.085,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 4523,  Location: 03.89 E SR 229 (Lat: 39.283531,  Lng: -85.151467),  Route carried "under" structure: Interstate 74,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 9,393 (year 2004),  Truck Traffic: 10%,  Features Intersected: I-74 WB,  Facility Carried by Structure: CR 600E
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 246.085,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 20.1m (65.9ft)