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

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Structure Number: 2900124,  Location: 00.41 W of Carey Rd (Lat: 40.000300,  Lng: -86.116219),  Route carried "on" structure: County highway ,  Year Built: 1984,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 40,950 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 75,760 (year 2037),  Design Load: HS 20,  Features Intersected: COOL CREEK,  Facility Carried by Structure: 146TH ST EAST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.1 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: 34.0 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: 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: September 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: 2900131,  Location: 00.11 S of SR 32 (Lat: 40.033550,  Lng: -86.118269),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 3,710 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,860 (year 2037),  Design Load: HS 20,  Features Intersected: COOL CREEK,  Facility Carried by Structure: OAK 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: 1 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 37.3 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: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2900132,  Location: 00.07 N of 151st St (Lat: 40.008589,  Lng: -86.118100),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 3,220 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,960 (year 2037),  Design Load: HS 20,  Features Intersected: COOL CREEK,  Facility Carried by Structure: OAK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  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: 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: September 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2900133,  Location: 00.45 W of Carey Rd (Lat: 40.007569,  Lng: -86.117031),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 14,870 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 27,510 (year 2037),  Design Load: HS 20,  Features Intersected: COOL CREEK,  Facility Carried by Structure: 151ST ST EAST
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: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: September 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: 2900171,  Location: 00.19 E of Cumberland Rd (Lat: 39.941569,  Lng: -85.991569),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 12,100 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,390 (year 2037),  Design Load: HS 20,  Features Intersected: MUD CREEK,  Facility Carried by Structure: 106TH ST EAST
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: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 42.1 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: 32.4 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,800,000,  Roadway Improvement Cost: $190,000,  Total Project Cost: $3,232,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 2900177,  Location: 00.09 S of 156th St (Lat: 40.013419,  Lng: -86.127411),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 3,120 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,770 (year 2037),  Design Load: HS 20,  Features Intersected: BRANCH OF COOL CREEK,  Facility Carried by Structure: WESTFIELD BLVD
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: 2 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 37.6 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: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2900178,  Location: 00.01 N of 156th St (Lat: 40.014881,  Lng: -86.127439),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 3,120 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,770 (year 2037),  Design Load: HS 20,  Features Intersected: BRANCH OF COOL CREEK,  Facility Carried by Structure: WESTFIELD BLVD
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: 6 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 97.2 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: 78.7 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: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2900179,  Location: 00.18 S of 161st St (Lat: 40.019439,  Lng: -86.127481),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 3,120 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,770 (year 2037),  Design Load: HS 20,  Features Intersected: BRANCH OF COOL CREEK,  Facility Carried by Structure: WESTFIELD BLVD
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: 2 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 36.9 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: 28.5 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: 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: September 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2900214,  Location: 00.08 S of SR 32 (Lat: 40.041619,  Lng: -86.127750),  Route carried "on" structure: City street ,  Year Built: 1961,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 4,570 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,450 (year 2037),  Design Load: HS 20,  Features Intersected: GRASSY BRANCH,  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: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 33.4 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: 25.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2900215,  Location: 00.13 S of 161st St (Lat: 40.020161,  Lng: -86.089800),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 6,050 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,190 (year 2037),  Features Intersected: KIRKENDALL CREEK,  Facility Carried by Structure: GRAY 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: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 43.7 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: 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2900217,  Location: 00.70 E of Union St (Lat: 40.036719,  Lng: -86.115989),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,120 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,070 (year 2037),  Features Intersected: COOL CREEK,  Facility Carried by Structure: 171ST ST EAST
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: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 41.5 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: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2900258,  Location: 00.08 S of SR 32 (Lat: 40.041481,  Lng: -86.146019),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 4,820 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,920 (year 2037),  Design Load: HS 20,  Features Intersected: GRASSY BRANCH,  Facility Carried by Structure: OAK RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 32.0m (105.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 2900282,  Location: 00.05 E of Brookhollow Dr (Lat: 40.024431,  Lng: -86.100511),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 210 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 390 (year 2037),  Design Load: HS 20,  Features Intersected: KIRKENDALL CREEK,  Facility Carried by Structure: SPILLWATER WAY
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: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 32.1 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: 24.6 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2900286,  Location: 00.02 S of SR 32 (Lat: 40.042511,  Lng: -86.121269),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 420 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 780 (year 2037),  Features Intersected: GRASSY BRANCH,  Facility Carried by Structure: TIMBERBROOK RUN
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: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.2m (20.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 40.2 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: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2900288,  Location: 00.47 E US 31 (Lat: 40.064919,  Lng: -86.118811),  Route carried "on" structure: County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 6,310 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,670 (year 2037),  Design Load: HS 20,  Features Intersected: N COOL CREEK,  Facility Carried by Structure: 191ST ST EAST
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: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 42.3 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: 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: October 2021

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Structure Number: 2900301,  Location: 01.00 E of Hazel Dell Rd (Lat: 40.004389,  Lng: -86.058131),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 290 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 540 (year 2037),  Design Load: HS 20,  Features Intersected: VESTAL DITCH,  Facility Carried by Structure: MIDLAND LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 44.4 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: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 2900302,  Location: 00.13 S of 169th St (Lat: 40.029969,  Lng: -86.102019),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 180 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 330 (year 2037),  Design Load: HS 20,  Features Intersected: KIRKENDALL CREEK,  Facility Carried by Structure: FLOWING WATER WAY
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: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 39.5 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: 30.5 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2900309,  Location: 00.27 N of 169th St (Lat: 40.036400,  Lng: -86.138831),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 840 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,550 (year 2037),  Features Intersected: GRASSY BRANCH,  Facility Carried by Structure: WESTFIELD PARK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 97.2 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: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $190,000,  Total Project Cost: $1,250,000 ( Estimate for 2021)

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Structure Number: 290033,  Location: 00.13 N OF W 246TH ST (Lat: 40.146461,  Lng: -86.204119),  Route carried "on" structure: County highway ,  Year Built: 2014,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 250 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 460 (year 2037),  Design Load: HL 93,  Features Intersected: BENTON HINESLEY DRAIN,  Facility Carried by Structure: LAMONG ROAD
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: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 49.2 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: 37.9 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: 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2900333,  Location: 00.30 N OF 191ST ST (Lat: 40.068411,  Lng: -86.123339),  Route carried "on" structure: County highway ,  Year Built: 2014,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 2,480 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,590 (year 2037),  Design Load: HL 93,  Features Intersected: NORTH COOL CREEK,  Facility Carried by Structure: EAST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 46.7 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: Equal to present desirable 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: October 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: 2900432,  Location: 00.62 E of Six Points Rd (Lat: 40.159650,  Lng: -86.164331),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 2.51m (8.23ft),  Average Daily Traffic: 260 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 480 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: TETER BR LITTLE CICERO,  Facility Carried by Structure: 256TH ST WEST
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: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2900433,  Location: 00.32 S of 186th St (Lat: 40.051611,  Lng: -86.231681),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 230 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 430 (year 2037),  Design Load: HS 20,  Features Intersected: BRANCH LITTLE EAGLE CR,  Facility Carried by Structure: JOLIET RD
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: 6 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.0m (42.7ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 77.1 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: 59.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2900439,  Location: 00.40 W of E 33rd St (Lat: 40.022111,  Lng: -86.101150),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 3,410 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,310 (year 2037),  Design Load: HS 20,  Features Intersected: KIRKENDALL CREEK,  Facility Carried by Structure: 161ST ST EAST
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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 42.3 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021

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Structure Number: 2900452,  Location: 00.11 N of SR 38 (Lat: 40.094061,  Lng: -86.122761),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 270 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 500 (year 2037),  Design Load: HS 20,  Features Intersected: LINDLEY DITCH,  Facility Carried by Structure: MACGREGOR PARK 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: 2 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very 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: Equal to present desirable 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,  Inspection Date: October 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 290048,  Location: 00.09 W OF SIX POINTS RD (Lat: 40.107711,  Lng: -86.177119),  Route carried "on" structure: County highway ,  Year Built: 2016,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 110 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 200 (year 2037),  Design Load: HL 93,  Features Intersected: JAY DITCH,  Facility Carried by Structure: 221ST ST WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  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: 9.6m (31.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 42.3 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 2900489,  Location: 00.08 W OF S UNION ST (Lat: 40.041719,  Lng: -86.128431),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,640 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,000 (year 2037),  Design Load: HL 93,  Features Intersected: ANNA KENDALL DRAIN,  Facility Carried by Structure: MILL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 6.9m (22.6ft),  Right: 6.9m (22.6ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 42.3 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 2900501,  Location: 00.07 NE RANGELINE ROAD (Lat: 39.992639,  Lng: -86.126311),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 4,880 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,100 (year 2039),  Design Load: HL 93,  Features Intersected: HIWAY RUN,  Facility Carried by Structure: LOWES WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2900502,  Location: 00.47 S SR-32 (Lat: 40.036050,  Lng: -86.131819),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 1.84m (6.04ft),  Average Daily Traffic: 4,610 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,640 (year 2038),  Design Load: HL 93,  Features Intersected: GRASSY BRANCH,  Facility Carried by Structure: WESTFIELD BD. CONN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.4m (60.4ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 39.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2900504,  Location: 00.95 W OF SHELBORNE RD (Lat: 39.998761,  Lng: -86.239700),  Route carried "on" structure: County highway ,  Year Built: 2021,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 8,813 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,110 (year 2037),  Design Load: HL 93,  Features Intersected: LITTLE EAGLE CREEK,  Facility Carried by Structure: 146TH ST WEST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 4.8m (15.7ft),  Right: 4.8m (15.7ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 31.2m (102.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2900509,  Location: 0.18 MI N OF 151ST STREET (Lat: 40.010050,  Lng: -86.121669),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 100 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 540 (year 2041),  Design Load: HS 20,  Features Intersected: COOL CREEK,  Facility Carried by Structure: COOL CREEK PARK 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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 42.3 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 290051,  Location: 0.29 MI N OF 151ST STREET (Lat: 40.011669,  Lng: -86.123481),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 100 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 540 (year 2041),  Design Load: HS 20,  Features Intersected: COOL CREEK,  Facility Carried by Structure: COOL CREEK PARK DR
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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 42.3 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2900511,  Location: 0.46 MI N OF 151ST STREET (Lat: 40.013589,  Lng: -86.126031),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 100 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 540 (year 2041),  Design Load: HS 20,  Features Intersected: COOL CREEK,  Facility Carried by Structure: COOL CREEK PARK DR
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: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9636,  Location: 06.74 N SR 431 (Lat: 40.094289,  Lng: -86.127819),  Route carried "under" structure: State highway 38,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 5,956 (year 2011),  Truck Traffic: 9%,  Features Intersected: SR 38,  Facility Carried by Structure: US 31 NB
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 12.006,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 9638,  Location: 06.74 N SR 431 (Lat: 40.094419,  Lng: -86.128089),  Route carried "under" structure: State highway 38,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 5,956 (year 2011),  Truck Traffic: 9%,  Features Intersected: SR 38,  Facility Carried by Structure: US 31 SB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 12.006,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 79702,  Location: 03.13 S SR 38 (Lat: 40.050000,  Lng: -86.134311),  Route carried "under" structure: Alternate City street ,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 3,990 (year 2015),  Truck Traffic: 6%,  Features Intersected: E 181ST ST,  Facility Carried by Structure: US 31 NB
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 213.479,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 79718,  Location: 2.13 S SR 32 (Lat: 40.012239,  Lng: -86.128200),  Route carried "under" structure: Alternate City street ,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 6,222 (year 2015),  Truck Traffic: 2%,  Features Intersected: WESTFIELD BLVD,  Facility Carried by Structure: US 31 NB
Minimum Vertical Clearance: 5.45m (17.88ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 31.5m (103.3ft)

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Structure Number: 79722,  Location: 2.15 S SR 32 (Lat: 40.012150,  Lng: -86.128389),  Route carried "under" structure: City street ,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 6,222 (year 2015),  Truck Traffic: 2%,  Features Intersected: WESTFIELD BLVD,  Facility Carried by Structure: US 31 SB
Minimum Vertical Clearance: 5.42m (17.78ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 31.5m (103.3ft)

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Structure Number: 7973,  Location: 1.45 S SR 32 (Lat: 40.021881,  Lng: -86.131711),  Route carried "under" structure: US 31,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 16,251 (year 2011),  Truck Traffic: 5%,  Features Intersected: US 31 SB,  Facility Carried by Structure: 161ST STREET
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 14.130,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.0m (98.4ft)

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Structure Number: 7973,  Location: 1.45 S SR 32 (Lat: 40.021881,  Lng: -86.131711),  Route carried "under" structure: US 31,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 16,251 (year 2011),  Truck Traffic: 5%,  Features Intersected: US 31 NB,  Facility Carried by Structure: 161ST STREET
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 14.130,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.0m (98.4ft)

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Structure Number: 79734,  Location: 1.96 S SR 32 (Lat: 40.014711,  Lng: -86.129061),  Route carried "under" structure: City street ,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 2,020 (year 2015),  Truck Traffic: 3%,  Features Intersected: E 156TH ST,  Facility Carried by Structure: US 31 NB
Minimum Vertical Clearance: 4.66m (15.29ft),  Kilometerpoint: 13.309,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 79738,  Location: 1.96 S SR 32 (Lat: 40.014719,  Lng: -86.129289),  Route carried "under" structure: City street ,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 26,205 (year 2015),  Truck Traffic: 7%,  Features Intersected: E 156TH STREET,  Facility Carried by Structure: US 31 SB
Minimum Vertical Clearance: 4.66m (15.29ft),  Kilometerpoint: 11.249,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 79742,  Location: 00.69 S SR 32 (Lat: 40.032650,  Lng: -86.135019),  Route carried "under" structure: City street ,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 4,120 (year 2015),  Truck Traffic: 3%,  Features Intersected: E 169TH ST,  Facility Carried by Structure: US 31 NB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 13.309,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 79744,  Location: 0.69 S SR 32 (Lat: 40.032639,  Lng: -86.135350),  Route carried "under" structure: City street ,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 4,120 (year 2015),  Truck Traffic: 3%,  Features Intersected: E 169TH ST,  Facility Carried by Structure: US 31 SB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 13.309,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 79746,  Location: 03.65 S SR 38 (Lat: 40.042619,  Lng: -86.135331),  Route carried "under" structure: State highway 32,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 20,000 (year 2015),  Truck Traffic: 5%,  Features Intersected: SR 32,  Facility Carried by Structure: US 31 NB
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 212.675,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 74.4m (244.1ft)

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Structure Number: 7975,  Location: 01.60 N SR 32 (Lat: 40.064839,  Lng: -86.127789),  Route carried "under" structure: City street ,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 7,390 (year 2015),  Truck Traffic: 7%,  Features Intersected: 191ST ST WB,  Facility Carried by Structure: US 31 NB
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 215.266,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 28.5m (93.5ft)

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Structure Number: 7975,  Location: 01.60 N SR 32 (Lat: 40.064839,  Lng: -86.127789),  Route carried "under" structure: City street ,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 7,390 (year 2015),  Truck Traffic: 7%,  Features Intersected: 191ST ST EB,  Facility Carried by Structure: US 31 NB
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 215.266,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 28.5m (93.5ft)

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Structure Number: 79758,  Location: 03.65 S SR 38 (Lat: 40.042611,  Lng: -86.136019),  Route carried "under" structure: State highway 32,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 26,850 (year 2015),  Truck Traffic: 13%,  Features Intersected: SR 32,  Facility Carried by Structure: US 31 SB
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 212.675,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 74.4m (244.1ft)

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Structure Number: 79762,  Location: 03.13 S SR 38 (Lat: 40.050000,  Lng: -86.134669),  Route carried "under" structure: Alternate City street ,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 3,990 (year 2015),  Truck Traffic: 6%,  Features Intersected: 181ST STREET,  Facility Carried by Structure: US 31 SB
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 213.496,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 79766,  Location: 01.60 N SR 32 (Lat: 40.064789,  Lng: -86.128069),  Route carried "under" structure: City street ,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 7,390 (year 2015),  Truck Traffic: 4%,  Features Intersected: EB 191ST STREET,  Facility Carried by Structure: US 31 SB
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 215.266,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 28.5m (93.5ft)