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

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Structure Number: 236,  Location: 00.59 W SR 9 (Lat: 39.216669,  Lng: -85.771950),  Route carried "on" structure: State highway 46,  Year Built: 1961,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 2.18m (7.15ft),  Average Daily Traffic: 3,540 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 4,120 (year 2029),  Design Load: HS 20,  Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.038,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 36.0 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: 27.9 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: 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 19025,  Location: 01.37 E HAPPY HOLLOW RD (Lat: 40.448639,  Lng: -86.877261),  Route carried "on" structure: US 52,  Year Built: 1971,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 16.03m (52.59ft),  Average Daily Traffic: 14,150 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,939 (year 2030),  Design Load: HS 20,  Features Intersected: 9TH ST, CSX RR, & RAMP,  Facility Carried by Structure: EB SAGAMORE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.666,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 34.7 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: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 1908,  Location: 02.92 E SR 28 (Lat: 40.220000,  Lng: -86.663331),  Route carried "on" structure: US 52,  Year Built: 1939,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 3,807 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,319 (year 2030),  Design Load: H 20,  Features Intersected: LITTLE POTATO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.265,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 27.7m (90.9ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 27.7m (90.9ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 38.9 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: 30.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $544,000,  Total Project Cost: $544,000,  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: 1909,  Location: 03.42 E SR 28 (Lat: 40.215081,  Lng: -86.655961),  Route carried "on" structure: US 52,  Year Built: 1925,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 3,807 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,319 (year 2030),  Design Load: H 20,  Features Intersected: BR LITTLE POTATO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.069,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 27.7m (90.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.8 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: 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 2052,  Location: 01.39 S SR 168 (Lat: 38.236631,  Lng: -87.407339),  Route carried "on" structure: State highway 57,  Year Built: 1938,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 7,984 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,057 (year 2032),  Design Load: H 20,  Features Intersected: SMITH FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.778,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 47.6 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: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 2053,  Location: 00.17 N SR 64 (Lat: 38.328389,  Lng: -87.368531),  Route carried "on" structure: State highway 57,  Year Built: 1940,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 5,340 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,395 (year 2032),  Design Load: H 20,  Features Intersected: UPPER KEG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.914,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.6 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 2054,  Location: 00.44 N SR 64 (Lat: 38.333139,  Lng: -87.365819),  Route carried "on" structure: State highway 57,  Year Built: 1985,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 5,340 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,395 (year 2032),  Design Load: HS 20,  Features Intersected: SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.349,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 29.2 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: 22.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 2359,  Location: 01.63 E SR 166 (Lat: 37.930019,  Lng: -86.656331),  Route carried "on" structure: State highway 66,  Year Built: 1970,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 647 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,074 (year 2032),  Design Load: HS 20,  Features Intersected: DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.062,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.3m (50.2ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 51.2 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: 39.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2021,  Underwater Inspection Date: September 2018,  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: 2361,  Location: 04.10 W SR 70 (Lat: 37.972819,  Lng: -86.535839),  Route carried "on" structure: State highway 66,  Year Built: 1967,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 150 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 160 (year 2037),  Design Load: HS 20,  Features Intersected: POISON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.360,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.1m (49.5ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 51.5 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: 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2021,  Underwater Inspection Date: September 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2363,  Location: 01.02 E SR 70 (Lat: 38.042111,  Lng: -86.520969),  Route carried "on" structure: State highway 66,  Year Built: 1971,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 380 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 390 (year 2034),  Design Load: HS 20,  Features Intersected: OIL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.600,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.4m (60.4ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 47.0 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: 33.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 3538,  Location: 00.41 N SR 11 (Lat: 39.031331,  Lng: -85.894719),  Route carried "on" structure: Interstate 65,  Year Built: 1960,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 5.77m (18.93ft),  Average Daily Traffic: 18,215 (year 2019),  Truck Traffic: 34%,  Average Future Daily Traffic: 20,885 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: CONRAIL RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 89.689,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 37391,  Location: 03.37 S SR 28 (Lat: 40.225331,  Lng: -86.612750),  Route carried "on" structure: Interstate 65,  Year Built: 2021,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 45,450 (year 2020),  Truck Traffic: 42%,  Average Future Daily Traffic: 54,910 (year 2040),  Design Load: HL 93,  Features Intersected: MANSON-COLFAX CO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 248.605,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.8m (48.6ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 52.4m (171.9ft)

Condition: Culverts: Very good,  Operating Rating: 42.8 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: 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 3741,  Location: 02.89 S SR 28 (Lat: 40.230300,  Lng: -86.619500),  Route carried "on" structure: Alternate County highway ,  Year Built: 1969,  Status: Open,  Structure Length: 8.03m (26.35ft),  Average Daily Traffic: 102 (year 2004),  Truck Traffic: 10%,  Average Future Daily Traffic: 169 (year 2034),  Design Load: HS 20,  Features Intersected: I-65 SB/NB,  Facility Carried by Structure: CR 600W
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: 5.8m (19.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 35.0 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: 26.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 3742,  Location: 01.82 S SR 28 (Lat: 40.241661,  Lng: -86.633231),  Route carried "on" structure: Interstate 65,  Year Built: 1969,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 44,590 (year 2018),  Truck Traffic: 42%,  Average Future Daily Traffic: 54,380 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: LITTLE POTATO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 250.639,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.9m (32.5ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 44.7 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: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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: Latex Concrete

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Structure Number: 3743,  Location: 01.82 S SR 28 (Lat: 40.241550,  Lng: -86.633531),  Route carried "on" structure: Interstate 65,  Year Built: 1969,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 44,590 (year 2018),  Truck Traffic: 41%,  Average Future Daily Traffic: 54,380 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: LITTLE POTATO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 250.639,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.9m (32.5ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 44.7 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: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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: Latex Concrete

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Structure Number: 3744,  Location: 01.73 S SR 28 (Lat: 40.242619,  Lng: -86.634619),  Route carried "on" structure: Alternate County highway ,  Year Built: 1969,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 549 (year 2014),  Truck Traffic: 15%,  Average Future Daily Traffic: 670 (year 2034),  Design Load: HS 20,  Features Intersected: I-65 SB/NB,  Facility Carried by Structure: CR 300S
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: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.7m (110.6ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 45.7 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: 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 60001,  Location: 00.10 N OF SR 47 (Lat: 40.138500,  Lng: -86.671431),  Route carried "on" structure: County highway 1075,  Year Built: 1977,  Status: Open,  Structure Length: 6.72m (22.05ft),  Average Daily Traffic: 550 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 840 (year 2037),  Design Load: HS 20,  Features Intersected: SUGAR CREEK
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: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.4m (73.5ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 600012,  Location: 00.45 N OF CR 700 N (Lat: 40.148381,  Lng: -86.671431),  Route carried "on" structure: County highway 1075,  Year Built: 1980,  Status: Open,  Structure Length: 2.60m (8.53ft),  Average Daily Traffic: 550 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 840 (year 2037),  Design Load: HS 20,  Features Intersected: GOLDSBERRY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: 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,  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $91,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $166,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1200138,  Location: 00.50 N of CR 450 S (Lat: 40.227139,  Lng: -86.656600),  Route carried "on" structure: County highway 7,  Year Built: 1981,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 204 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 245 (year 2034),  Design Load: HS 20,  Features Intersected: Little POTATO Creek,  Facility Carried by Structure: CR 800W
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),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 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 minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1200139,  Location: 0.30 S OF SR 52 (Lat: 40.214919,  Lng: -86.661389),  Route carried "on" structure: County highway 7,  Year Built: 1974,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 339 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 407 (year 2039),  Design Load: HS 20,  Features Intersected: BR OF LITTLE POTATO CR,  Facility Carried by Structure: CR 830 WEST
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: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 79.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.9 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1200141,  Location: 0.10 S OF CR 300 S (Lat: 40.240481,  Lng: -86.637569),  Route carried "on" structure: Alternate County highway 11,  Year Built: 1971,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 204 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 245 (year 2034),  Features Intersected: LITTLE POTATO CREEK,  Facility Carried by Structure: CR 700 WEST
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: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.5m (34.4ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 1200142,  Location: 0.60 S OF CR 450 S (Lat: 40.212569,  Lng: -86.670819),  Route carried "on" structure: Alternate County highway 3,  Year Built: 1985,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 306 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 367 (year 2034),  Features Intersected: LITTLE POTATO CREEK,  Facility Carried by Structure: CR 875 WEST
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),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Poor,  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: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1200143,  Location: 0.10 N OF CR 700 S (Lat: 40.186569,  Lng: -86.672661),  Route carried "on" structure: Alternate County highway 101,  Year Built: 1938,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 103 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 124 (year 2034),  Features Intersected: WITHE CREEK,  Facility Carried by Structure: CR 875 WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.8m (25.6ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 5.7m (18.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to 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: May 2020,  Bridge Improvement Cost: $175,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $275,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1200144,  Location: 0.10 W OF CR 900 W (Lat: 40.178981,  Lng: -86.677631),  Route carried "on" structure: Alternate County highway 82,  Year Built: 1972,  Year Reconstructed: 2015,  Status: Posted for load,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 103 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 124 (year 2034),  Features Intersected: WITHE CREEK,  Facility Carried by Structure: CR 750 SOUTH
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),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1200145,  Location: 0.30 N OF CR 600 S (Lat: 40.205219,  Lng: -86.681661),  Route carried "on" structure: Alternate County highway 103,  Year Built: 1962,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 204 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 245 (year 2034),  Features Intersected: LITTLE POTATO CREEK,  Facility Carried by Structure: CR 930 WEST
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: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.2m (23.6ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1200154,  Location: 0.10 W OF CR 880 W (Lat: 40.186250,  Lng: -86.673989),  Route carried "on" structure: Alternate County highway 84,  Year Built: 1955,  Status: Posted for load,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 102 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 123 (year 2034),  Features Intersected: WITHE CREEK,  Facility Carried by Structure: CR 700 SOUTH
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),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 40.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $350,000 ( Estimate for 2021)

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Structure Number: 1200155,  Location: 0.10 E OF CR 880 W (Lat: 40.186281,  Lng: -86.671411),  Route carried "on" structure: Alternate County highway 84,  Year Built: 1982,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 102 (year 2014),  Truck Traffic: 3%,  Average Future Daily Traffic: 123 (year 2034),  Features Intersected: WITHE CREEK,  Facility Carried by Structure: CR 700 SOUTH
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: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Serious,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 1200156,  Location: 0.10 S OF CR 700 S (Lat: 40.186200,  Lng: -86.666669),  Route carried "on" structure: County highway 131,  Year Built: 1970,  Status: Open,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 204 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 245 (year 2034),  Features Intersected: WITHE CREEK,  Facility Carried by Structure: CR 850 WEST
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),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.3m (33.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 540002,  Location: 00.30 W of CR 100 E (Lat: 40.171511,  Lng: -86.720689),  Route carried "on" structure: County highway 284,  Year Built: 1987,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 130 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 180 (year 2034),  Features Intersected: LITTLE POTATO CREEK,  Facility Carried by Structure: CR 900N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.1m (46.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 44.1 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: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5400026,  Location: 00.20 S of CR 800 N (Lat: 40.154989,  Lng: -86.714781),  Route carried "on" structure: County highway 1000,  Year Built: 2000,  Status: Open,  Structure Length: 1.08m (3.54ft),  Average Daily Traffic: 160 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 230 (year 2034),  Design Load: HS 20,  Features Intersected: WITHE CREEK
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: 10.4m (34.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 52.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $130,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $155,000 ( Estimate for 2020),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5400027,  Location: 00.50 N of CR 900 N (Lat: 40.178731,  Lng: -86.714811),  Route carried "on" structure: County highway 1000,  Year Built: 1984,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 130 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 180 (year 2034),  Design Load: HS 20,  Features Intersected: LITTLE POTATO CREEK
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),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5400028,  Location: 00.40 E of CR 1050 E (Lat: 40.193150,  Lng: -86.699161),  Route carried "on" structure: County highway 290,  Year Built: 1967,  Status: Open,  Structure Length: 3.40m (11.15ft),  Average Daily Traffic: 650 (year 2014),  Truck Traffic: 11%,  Average Future Daily Traffic: 920 (year 2034),  Features Intersected: LITTLE POTATO CREEK,  Facility Carried by Structure: CR 1050N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.6m (44.6ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.1 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5400031,  Location: 00.40 S of CR 705 N (Lat: 40.143500,  Lng: -86.695761),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 8.40m (27.56ft),  Average Daily Traffic: 130 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 180 (year 2034),  Design Load: HS 20,  Features Intersected: SUGAR CREEK,  Facility Carried by Structure: E COUNTY LINE 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),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 75.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 37391,  Location: 03.37 S SR 28 (Lat: 40.225331,  Lng: -86.612750),  Route carried "under" structure: County highway ,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 990 (year 2020),  Truck Traffic: 6%,  Features Intersected: I-65,  Facility Carried by Structure: MANSON-COLFAX CO R
Minimum Vertical Clearance: 4.68m (15.35ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 14.8m (48.6ft)

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Structure Number: 3741,  Location: 02.89 S SR 28 (Lat: 40.230300,  Lng: -86.619508),  Route carried "under" structure: Interstate 65,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 19,925 (year 2008),  Truck Traffic: 40%,  Features Intersected: I-65 SBL,  Facility Carried by Structure: CR 600 W
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 248.917,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 3741,  Location: 02.89 S SR 28 (Lat: 40.230300,  Lng: -86.619508),  Route carried "under" structure: Interstate 65,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 19,925 (year 2008),  Truck Traffic: 40%,  Features Intersected: I-65 NBL,  Facility Carried by Structure: CR 600W
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 248.917,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 3744,  Location: 01.73 S SR 28 (Lat: 40.242619,  Lng: -86.634628),  Route carried "under" structure: Interstate 65,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 19,925 (year 2008),  Truck Traffic: 40%,  Features Intersected: I-65 SBL,  Facility Carried by Structure: CR 300 S
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 250.784,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.7m (110.6ft)

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Structure Number: 3744,  Location: 01.73 S SR 28 (Lat: 40.242619,  Lng: -86.634628),  Route carried "under" structure: Interstate 65,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 19,925 (year 2008),  Truck Traffic: 40%,  Features Intersected: I-65 NBL,  Facility Carried by Structure: CR 300 SOUTH
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 250.784,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.7m (110.6ft)