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

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Structure Number: 340007,  Location: 0.1 MI E SR 19 (Lat: 40.449089,  Lng: -86.031611),  Route carried "on" structure: County highway 408,  Year Built: 2004,  Status: Open,  Structure Length: 2.03m (6.66ft),  Average Daily Traffic: 869 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,423 (year 2038),  Design Load: HS 20,  Features Intersected: KOKOMO CREEK,  Facility Carried by Structure: CR 200 S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 3400071,  Location: 0.4 MI W SR 19 (Lat: 40.449000,  Lng: -86.038489),  Route carried "on" structure: County highway 408,  Year Built: 1979,  Status: Open,  Structure Length: 2.94m (9.65ft),  Average Daily Traffic: 3,099 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,076 (year 2038),  Design Load: HS 20,  Features Intersected: KOKOMO CREEK,  Facility Carried by Structure: CR 200 S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3400072,  Location: 0.2 MI S SOUTHWAY BLVD (Lat: 40.446469,  Lng: -86.108289),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 4.47m (14.67ft),  Average Daily Traffic: 4,637 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,595 (year 2038),  Features Intersected: KOKOMO CREEK,  Facility Carried by Structure: ALBRIGHT 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),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 3400073,  Location: 0.4 MI N LINCOLN RD (Lat: 40.460800,  Lng: -86.127011),  Route carried "on" structure: City street ,  Year Built: 1940,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 3.76m (12.34ft),  Average Daily Traffic: 4,492 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,358 (year 2038),  Features Intersected: KOKOMO CREEK,  Facility Carried by Structure: LAFOUNTAIN ST
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: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 46.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 27.8 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: November 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: 3400076,  Location: 0.2 MI S CR 200 S (Lat: 40.446611,  Lng: -86.050900),  Route carried "on" structure: County highway 41,  Year Built: 1993,  Status: Open,  Structure Length: 2.97m (9.74ft),  Average Daily Traffic: 1,358 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,224 (year 2038),  Features Intersected: KOKOMO CREEK,  Facility Carried by Structure: CR 400 E
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 continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.8m (35.4ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 51.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 31.0 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3400077,  Location: 0.2 MI S SR 26 (Lat: 40.416369,  Lng: -86.117611),  Route carried "on" structure: County highway 169,  Year Built: 1920,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 456 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 746 (year 2038),  Design Load: HL 93,  Features Intersected: EAST FORK LITTLE WILDCAT,  Facility Carried by Structure: CR 50 E
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),  Skew: 4 degrees,  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: 7.0m (23.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 3400078,  Location: 0.3 MI N CR 300 S (Lat: 40.440989,  Lng: -86.089139),  Route carried "on" structure: City street ,  Year Built: 1940,  Year Reconstructed: 2014,  Status: Posted for load,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 3,055 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,003 (year 2038),  Features Intersected: KOKOMO CREEK,  Facility Carried by Structure: IZAAK WALTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 23.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $344,000,  Roadway Improvement Cost: $253,000,  Total Project Cost: $597,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 340011,  Location: 0.0 MI INT BOULEVARD ST (Lat: 40.462269,  Lng: -86.136469),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 9,287 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,213 (year 2038),  Design Load: HS 20,  Features Intersected: KOKOMO CREEK,  Facility Carried by Structure: WEBSTER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 56.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.33m (14.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $95,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $126,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3400111,  Location: 0.0 MI INT BOULEVARD ST (Lat: 40.462119,  Lng: -86.133689),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 9,845 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,126 (year 2038),  Design Load: HS 20,  Features Intersected: KOKOMO CREEK,  Facility Carried by Structure: WASHINGTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 3400113,  Location: 0.5 MI S CR 400 N (Lat: 40.524861,  Lng: -86.222300),  Route carried "on" structure: County highway 19,  Year Built: 1930,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 186 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 305 (year 2038),  Features Intersected: LITTLE DEER CREEK,  Facility Carried by Structure: CR 500 W
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),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.6m (21.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.0 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3400119,  Location: 0.0 MI INT CARTER ST (Lat: 40.483319,  Lng: -86.117431),  Route carried "on" structure: City street ,  Year Built: 1950,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.53m (14.86ft),  Average Daily Traffic: 9,019 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,773 (year 2038),  Design Load: HS 20,  Features Intersected: WILDCAT CREEK,  Facility Carried by Structure: OHIO ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.0m (52.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.3 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: 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: November 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: 340012,  Location: 0.0 MI INT DEFENBAUGH ST (Lat: 40.469011,  Lng: -86.141961),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 5,280 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,648 (year 2038),  Design Load: HS 20,  Features Intersected: KOKOMO CREEK,  Facility Carried by Structure: OLD BEN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3400121,  Location: 0.0 MI INT MAPLE ST (Lat: 40.483589,  Lng: -86.141919),  Route carried "on" structure: City street ,  Year Built: 1963,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 8.00m (26.25ft),  Average Daily Traffic: 1,910 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,129 (year 2038),  Design Load: HL 93,  Features Intersected: WILDCAT CREEK,  Facility Carried by Structure: MCCANN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Channel: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 3400122,  Location: 0.0 MI INT SUPERIOR ST (Lat: 40.484311,  Lng: -86.129939),  Route carried "on" structure: City street ,  Year Built: 1958,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 4.00m (13.12ft),  Average Daily Traffic: 6,909 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,316 (year 2038),  Design Load: HS 20,  Features Intersected: WILDCAT CREEK,  Facility Carried by Structure: UNION ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.4m (63.6ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 3400123,  Location: 0.0 MI INT SUPERIOR ST (Lat: 40.484461,  Lng: -86.131200),  Route carried "on" structure: City street ,  Year Built: 1941,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 3.97m (13.02ft),  Average Daily Traffic: 5,027 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,234 (year 2038),  Design Load: H 20,  Features Intersected: WILDCAT CREEK,  Facility Carried by Structure: MAIN ST
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 continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 57.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Underwater Inspection Date: September 2019,  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: 3400124,  Location: 0.0 MI INT SUPERIOR ST (Lat: 40.484161,  Lng: -86.127000),  Route carried "on" structure: City street ,  Year Built: 1929,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 4.40m (14.44ft),  Average Daily Traffic: 9,819 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,084 (year 2038),  Design Load: HS 20,  Features Intersected: WILDCAT CREEK,  Facility Carried by Structure: APPERSON WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.7m (71.2ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3400125,  Location: 0.2 MI NE PARK RD (Lat: 40.471150,  Lng: -86.144531),  Route carried "on" structure: City street ,  Year Built: 1970,  Year Reconstructed: 1999,  Status: Posted for load,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 6,263 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,259 (year 2038),  Design Load: HS 20,  Features Intersected: KOKOMO CREEK,  Facility Carried by Structure: DEFENBAUGH ST
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),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 25.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $325,000,  Roadway Improvement Cost: $180,000,  Total Project Cost: $505,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3400127,  Location: 0.0 MI INT PARK AVE (Lat: 40.481150,  Lng: -86.146169),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 5,996 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,821 (year 2038),  Design Load: HS 20,  Features Intersected: WILDCAT CREEK,  Facility Carried by Structure: PHILLIPS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 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: 20.9m (68.6ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 77.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 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 desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 3400128,  Location: 0.0 MI INT PARK AVE (Lat: 40.476339,  Lng: -86.149039),  Route carried "on" structure: City street ,  Year Built: 1940,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 3.74m (12.27ft),  Average Daily Traffic: 5,821 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,534 (year 2038),  Design Load: H 20,  Features Intersected: WILDCAT CREEK,  Facility Carried by Structure: MARKLAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.1m (46.3ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.0m,  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 46.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 3400129,  Location: 0.3 MI E LAFOUNTAIN ST (Lat: 40.455339,  Lng: -86.122619),  Route carried "on" structure: City street ,  Year Built: 1965,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 3.71m (12.17ft),  Average Daily Traffic: 11,547 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,914 (year 2038),  Design Load: HS 20,  Features Intersected: KOKOMO CREEK,  Facility Carried by Structure: LINCOLN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 340013,  Location: 0.0 MI INT WALNUT ST (Lat: 40.475400,  Lng: -85.970439),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 1,954 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,201 (year 2038),  Features Intersected: BRUNK DITCH,  Facility Carried by Structure: HARRISON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.2m (46.6ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.0 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3400133,  Location: 0.2 MI W HICKORY LN (Lat: 40.480269,  Lng: -86.196431),  Route carried "on" structure: Alternate City street ,  Year Built: 1986,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 523 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 856 (year 2038),  Design Load: HS 20,  Features Intersected: BRANCH WILDCAT CREEK,  Facility Carried by Structure: MAYFIELD DR
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: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3400134,  Location: 0.1 MI E BELMONT ST (Lat: 40.468981,  Lng: -86.161089),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Posted for load,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 5,192 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,505 (year 2038),  Features Intersected: LOCAL PLANT PASS ROAD,  Facility Carried by Structure: DEFENBAUGH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: Private,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 25.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $436,000,  Roadway Improvement Cost: $164,000,  Total Project Cost: $600,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3400137,  Location: 0.1 MI S SR 26 (Lat: 40.417719,  Lng: -86.088339),  Route carried "on" structure: Other road ,  Year Built: 2012,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 1,924 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,198 (year 2038),  Design Load: HL 93,  Features Intersected: MARTIN-YOUNGMAN DITCH,  Facility Carried by Structure: CR 200 E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.0m (39.4ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 3400138,  Location: 0.1 MI N CR 300 S (Lat: 40.437400,  Lng: -86.089139),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 1,454 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,381 (year 2038),  Features Intersected: MARTIN-YOUNGMAN DITCH,  Facility Carried by Structure: IZAAK WALTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable 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: November 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: 340014,  Location: 0.1 MI N CR 50 S (Lat: 40.470561,  Lng: -86.151500),  Route carried "on" structure: City street ,  Year Built: 2017,  Status: Open,  Structure Length: 3.50m (11.48ft),  Average Daily Traffic: 11,702 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,351 (year 2038),  Design Load: HL 93,  Features Intersected: KOKOMO CREEK,  Facility Carried by Structure: PARK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 72.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 8000001,  Location: 00.01 N OF CR 450 N (Lat: 40.368450,  Lng: -86.146039),  Route carried "on" structure: County highway 25,  Year Built: 2004,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 125 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 200 (year 2038),  Design Load: HS 20,  Features Intersected: MUD CREEK,  Facility Carried by Structure: CR 700W
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: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.6m (54.5ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 75.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 8000002,  Location: 00.70 W OF US 31 (Lat: 40.368231,  Lng: -86.138439),  Route carried "on" structure: County highway 40,  Year Built: 1962,  Status: Posted for load,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 475 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 800 (year 2038),  Design Load: HS 20,  Features Intersected: MUD CREEK,  Facility Carried by Structure: CR 450N
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: 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 or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8000003,  Location: 00.80 W OF CR 700 W (Lat: 40.367950,  Lng: -86.160531),  Route carried "on" structure: County highway 40,  Year Built: 1965,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 450 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 700 (year 2038),  Design Load: HS 20,  Features Intersected: MUD CREEK,  Facility Carried by Structure: CR 450N
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: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 62.2 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: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8000025,  Location: 00.70 N OF CR 600 N (Lat: 40.400781,  Lng: -86.107900),  Route carried "on" structure: County highway 93,  Year Built: 1967,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 100 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 150 (year 2038),  Design Load: HS 20,  Features Intersected: GARD DITCH,  Facility Carried by Structure: CR 500W
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: 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: 9.0m (29.5ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 53.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  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: November 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1124,  Location: 01.89 N US 31 (Lat: 40.543589,  Lng: -86.162989),  Route carried "under" structure: County highway ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 2,923 (year 2004),  Truck Traffic: 10%,  Features Intersected: OLD US 35 NB (DAVIS RD),  Facility Carried by Structure: US 35
Minimum Vertical Clearance: 7.11m (23.33ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.7m (87.6ft)

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Structure Number: 76472,  Location: 00.67 N US 35 (Lat: 40.484161,  Lng: -86.085739),  Route carried "under" structure: US 31,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2008),  Truck Traffic: 10%,  Features Intersected: US 31 NB,  Facility Carried by Structure: CR 50N
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 76472,  Location: 00.67 N US 35 (Lat: 40.484161,  Lng: -86.085739),  Route carried "under" structure: US 31,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2008),  Truck Traffic: 10%,  Features Intersected: US 31 SB,  Facility Carried by Structure: CR 50N
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 76486,  Location: 01.00 S US-35 (Lat: 40.462911,  Lng: -86.080839),  Route carried "under" structure: US 31,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 9,800 (year 2010),  Truck Traffic: 12%,  Features Intersected: US 31 NB,  Facility Carried by Structure: CR 100S
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 76486,  Location: 01.00 S US-35 (Lat: 40.462911,  Lng: -86.080839),  Route carried "under" structure: US 31,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 9,800 (year 2010),  Truck Traffic: 12%,  Features Intersected: US 31 SB,  Facility Carried by Structure: CR 100S
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 76556,  Location: 02.25 N SR 26 (Lat: 40.448469,  Lng: -86.077511),  Route carried "under" structure: US 31,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 19,620 (year 2006),  Truck Traffic: 8%,  Features Intersected: US 31 SB,  Facility Carried by Structure: CR 200S
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 6.598,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.0m (98.4ft)

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Structure Number: 76556,  Location: 02.25 N SR 26 (Lat: 40.448469,  Lng: -86.077511),  Route carried "under" structure: US 31,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 19,620 (year 2006),  Truck Traffic: 8%,  Features Intersected: US 31 NB,  Facility Carried by Structure: CR 200S
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 6.598,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.0m (98.4ft)

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Structure Number: 76966,  Location: 1.47 S SR 26 (Lat: 40.404531,  Lng: -86.111581),  Route carried "under" structure: US 31,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2011),  Truck Traffic: 10%,  Features Intersected: US 31 SB,  Facility Carried by Structure: CR 500S
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 76966,  Location: 1.47 S SR 26 (Lat: 40.404531,  Lng: -86.111581),  Route carried "under" structure: US 31,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 15,000 (year 2011),  Truck Traffic: 10%,  Features Intersected: US 31 NB,  Facility Carried by Structure: CR 500S
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 76978,  Location: 02.00 S SR 26 (Lat: 40.389781,  Lng: -85.127219),  Route carried "under" structure: US 31,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 6,350 (year 2011),  Truck Traffic: 10%,  Features Intersected: US 31 SB,  Facility Carried by Structure: CR 600N
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.9m (124.3ft)

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Structure Number: 76978,  Location: 02.00 S SR 26 (Lat: 40.389781,  Lng: -85.127219),  Route carried "under" structure: US 31,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 6,350 (year 2011),  Truck Traffic: 10%,  Features Intersected: US 31 NB,  Facility Carried by Structure: CR 600N
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 80028,  Location: 02.00 N US 35 (Lat: 40.505919,  Lng: -86.088911),  Route carried "under" structure: US 31,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2012),  Truck Traffic: 3%,  Features Intersected: US 31 SB,  Facility Carried by Structure: CR 200N
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 80028,  Location: 02.00 N US 35 (Lat: 40.505919,  Lng: -86.088911),  Route carried "under" structure: US 31,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2012),  Truck Traffic: 3%,  Features Intersected: US 31 NB,  Facility Carried by Structure: CR 200N
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 80398,  Location: 01.19 N SR 26 (Lat: 40.433969,  Lng: -86.080250),  Route carried "under" structure: County highway ,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2012),  Truck Traffic: 1%,  Features Intersected: CR 300S/CENTER RD,  Facility Carried by Structure: US 31 NB
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 32.5m (106.6ft)

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Structure Number: 804,  Location: 01.19 N SR 26 (Lat: 40.433969,  Lng: -86.080600),  Route carried "under" structure: County highway ,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2012),  Truck Traffic: 1%,  Features Intersected: CR 300S/CENTER RD,  Facility Carried by Structure: US 31 SB
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 32.5m (106.6ft)

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Structure Number: 80402,  Location: 01.85 E US 31 (Lat: 40.419311,  Lng: -86.092331),  Route carried "under" structure: US 31,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 16,000 (year 2012),  Truck Traffic: 10%,  Features Intersected: US 31 NBL,  Facility Carried by Structure: SR 26
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 1.625,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 36.1m (118.4ft)

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Structure Number: 80402,  Location: 01.85 E US 31 (Lat: 40.419311,  Lng: -86.092331),  Route carried "under" structure: US 31,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 16,000 (year 2012),  Truck Traffic: 10%,  Features Intersected: US 31 SBL,  Facility Carried by Structure: SR 26
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 1.625,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 36.1m (118.4ft)

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Structure Number: 8049,  Location: 01.36 S US 35 (Lat: 40.520031,  Lng: -86.095219),  Route carried "under" structure: US 31,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 8,300 (year 2011),  Truck Traffic: 10%,  Features Intersected: US 31 NB,  Facility Carried by Structure: TOUBY PIKE
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 2.092,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 8049,  Location: 01.36 S US 35 (Lat: 40.520031,  Lng: -86.095219),  Route carried "under" structure: US 31,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 8,300 (year 2011),  Truck Traffic: 10%,  Features Intersected: US 31 SB,  Facility Carried by Structure: TOUBY PIKE
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 2.092,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 80492,  Location: 04.50 N SR 26 (Lat: 40.476839,  Lng: -86.083881),  Route carried "under" structure: US 35,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 8,815 (year 2010),  Truck Traffic: 10%,  Features Intersected: US35/SR22 WB,  Facility Carried by Structure: US 31 NB
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 26.554,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 29.7m (97.4ft)

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Structure Number: 80492,  Location: 04.50 N SR 26 (Lat: 40.476839,  Lng: -86.083881),  Route carried "under" structure: US 35,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 8,815 (year 2010),  Truck Traffic: 10%,  Features Intersected: US35/SR22 EB,  Facility Carried by Structure: US 31 NB
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 26.554,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 29.7m (97.4ft)