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

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Structure Number: 3200172,  Location: 00.80 S OF CR 450 S (Lat: 39.688669,  Lng: -86.335600),  Route carried "on" structure: County highway 81,  Year Built: 2004,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,025 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,675 (year 2038),  Features Intersected: BR E FORK WHITE LICK CR,  Facility Carried by Structure: CR 1050E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.5m (31.2ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 35.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 27.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3200173,  Location: 00.30 E OF CR 1025 E (Lat: 39.675700,  Lng: -86.335550),  Route carried "on" structure: County highway 522,  Year Built: 1930,  Status: Closed,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 125 (year 2040),  Features Intersected: E FORK OF WHITE LICK CR,  Facility Carried by Structure: CR 600S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Channel: Fair,  Culverts: Poor,  Deck Geometry: Meets minimum limits,  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: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3200174,  Location: 00.05 N OF CR 700 S (Lat: 39.662119,  Lng: -86.335850),  Route carried "on" structure: County highway 151,  Year Built: 1940,  Status: Posted for load,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 150 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 500 (year 2038),  Features Intersected: FLYNN CREEK,  Facility Carried by Structure: CR 1050E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 93.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3200175,  Location: 00.25 W OF SR 267 (Lat: 39.682189,  Lng: -86.375500),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 1.54m (5.05ft),  Average Daily Traffic: 750 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,325 (year 2038),  Features Intersected: CLARK'S CREEK,  Facility Carried by Structure: WB CR 550S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Channel: Good,  Culverts: 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: Better than 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: June 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3200179,  Location: 00.10 W OF SR 267 (Lat: 39.697150,  Lng: -86.374119),  Route carried "on" structure: City street ,  Year Built: 1968,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 2.64m (8.66ft),  Average Daily Traffic: 7,250 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,800 (year 2038),  Design Load: HS 20,  Features Intersected: CLARKS CREEK,  Facility Carried by Structure: STAFFORD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.2m (33.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.3m (46.9ft)

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

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Structure Number: 320018,  Location: 00.20 E OF SR 267 (Lat: 39.697231,  Lng: -86.367939),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 1.47m (4.82ft),  Average Daily Traffic: 4,050 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 7,125 (year 2038),  Features Intersected: GEORGE CREEK,  Facility Carried by Structure: CR 450S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.2m (43.3ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 54.9m (180.1ft)

Condition: Channel: Good,  Culverts: 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: 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: June 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3200181,  Location: 00.40 E OF RONALD REAGAN (Lat: 39.697761,  Lng: -86.328661),  Route carried "on" structure: County highway 22,  Year Built: 1900,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 5,500 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 9,075 (year 2040),  Design Load: HS 20,  Features Intersected: E FORK OF WHITE LICK CR,  Facility Carried by Structure: CR 450S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.4m (76.8ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.35m (10.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $500,000,  Roadway Improvement Cost: $350,000,  Total Project Cost: $850,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3200183,  Location: 00.10 W OF SMITH RD (Lat: 39.733950,  Lng: -86.362411),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,525 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,125 (year 2038),  Design Load: HS 20,  Features Intersected: CLARKS CREEK,  Facility Carried by Structure: BRADFORD RD
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),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.4m (27.6ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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 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: June 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3200186,  Location: 00.20 N OF CR 300 S (Lat: 39.722769,  Lng: -86.380919),  Route carried "on" structure: City street ,  Year Built: 1940,  Year Reconstructed: 1970,  Status: Posted for load,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 15,550 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,275 (year 2038),  Features Intersected: BRANCH OF CLARKS CREEK,  Facility Carried by Structure: DAN JONES 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: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.3m (30.5ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Channel: Poor,  Culverts: Fair,  Operating Rating: 13.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3200187,  Location: 00.40 N OF CR 300 S (Lat: 39.724061,  Lng: -86.380900),  Route carried "on" structure: City street ,  Year Built: 1940,  Year Reconstructed: 1970,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 15,550 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,275 (year 2038),  Features Intersected: BRANCH OF CLARKS CREEK,  Facility Carried by Structure: DAN JONES 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: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3200189,  Location: 00.05 E OF CR 600 E (Lat: 39.718539,  Lng: -86.417781),  Route carried "on" structure: City street ,  Year Built: 1984,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 4,875 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,650 (year 2038),  Design Load: HS 20,  Features Intersected: WHITE LICK CREEK,  Facility Carried by Structure: CR 300S
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 - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.8m (61.7ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 40.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3200197,  Location: 00.10 E OF GATERSBURG (Lat: 39.699600,  Lng: -86.461589),  Route carried "on" structure: County highway 163,  Year Built: 1988,  Status: Open,  Structure Length: 5.34m (17.52ft),  Average Daily Traffic: 300 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 475 (year 2038),  Design Load: HS 20,  Features Intersected: W FORK OF WHITE LICK CR,  Facility Carried by Structure: CR 425E
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: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3200198,  Location: 00.20 W OF CR 425 E (Lat: 39.704650,  Lng: -86.456931),  Route carried "on" structure: County highway 163,  Year Built: 1987,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 300 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 475 (year 2038),  Design Load: HS 20,  Features Intersected: COSNER BRANCH,  Facility Carried by Structure: CR 425E
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: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3200213,  Location: 00.30 N SR 267 (Lat: 39.657569,  Lng: -86.383300),  Route carried "on" structure: County highway 267,  Year Built: 1997,  Status: Open,  Structure Length: 3.71m (12.17ft),  Average Daily Traffic: 5,875 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 9,675 (year 2038),  Design Load: HS 20,  Features Intersected: CLARKS CREEK
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: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Good,  Operating Rating: 57.9 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: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 320022,  Location: 00.10 N OF CR 900 N (Lat: 39.894319,  Lng: -86.524733),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 425 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 650 (year 2040),  Features Intersected: ARMSTRONG,  Facility Carried by Structure: CR 00E/W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: 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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Internally Sealed

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Structure Number: 3200221,  Location: 00.10 N OF CR 600 S (Lat: 39.675239,  Lng: -86.391350),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 3.48m (11.42ft),  Average Daily Traffic: 275 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 300 (year 2038),  Features Intersected: CRYSTAL BAY OVERFLOW,  Facility Carried by Structure: CRYSTAL BAY,W DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 61.1 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Internally Sealed

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Structure Number: 3200229,  Location: 00.10 E OF SR 267 (Lat: 39.688361,  Lng: -86.366500),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 250 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 375 (year 2038),  Features Intersected: ROGERS CREEK,  Facility Carried by Structure: AIRWEST BLVD
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),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  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: Somewhat better than minimum adequacy,  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: June 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3200251,  Location: 00.50 N OF CR 200 S (Lat: 39.740781,  Lng: -86.381019),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 15,850 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,125 (year 2040),  Design Load: HS 20,  Features Intersected: CLARKS CREEK,  Facility Carried by Structure: DAN JONES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 26.9m (88.3ft)

Condition: Channel: Good,  Culverts: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3200257,  Location: 00.01 E OF SR 267 (Lat: 39.682381,  Lng: -86.370350),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 750 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,325 (year 2038),  Design Load: HL 93,  Features Intersected: ROGERS CREEK,  Facility Carried by Structure: REEVES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 12.1m (39.7ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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 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: June 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3200258,  Location: 00.05 W OF SR 267 (Lat: 39.689889,  Lng: -86.371411),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 1,350 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,925 (year 2038),  Design Load: HL 93,  Features Intersected: GEORGE CREEK,  Facility Carried by Structure: STANLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 5.2m (17.1ft),  Right: 5.2m (17.1ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 31.7m (104.0ft)

Condition: Channel: Satisfactory,  Culverts: 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3200263,  Location: 00.05 N CR 200 S (Lat: 39.734589,  Lng: -86.361339),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 750 (year 2018),  Average Future Daily Traffic: 1,250 (year 2038),  Design Load: HL 93,  Features Intersected: CLARKS CREEK,  Facility Carried by Structure: SMITH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 0.0m,  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 26.2m (86.0ft)

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

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Structure Number: 3200265,  Location: 0.20 E of CR 900 E (Lat: 39.741389,  Lng: -86.358931),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 500 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 750 (year 2038),  Design Load: HL 93,  Features Intersected: CLARKS CREEK,  Facility Carried by Structure: ALL POINTS PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 18.2m (59.7ft)

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

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Structure Number: 320028,  Location: 0.20 W of SR 267 (Lat: 39.788750,  Lng: -86.404981),  Route carried "on" structure: County highway 64,  Year Built: 2018,  Status: Open,  Structure Length: 1.11m (3.64ft),  Average Daily Traffic: 50 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 60 (year 2040),  Design Load: HL 93,  Features Intersected: BRANCH OF WHITE LICK CR,  Facility Carried by Structure: CR 151 N
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: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.3m (33.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Channel: Very good,  Culverts: 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3200284,  Location: 00.30 W OF CR 975 E (Lat: 39.653439,  Lng: -86.355100),  Route carried "on" structure: County highway 90,  Year Built: 2020,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 5,000 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,000 (year 2038),  Design Load: HS 20,  Features Intersected: BR W FORK HENDRICKS CR,  Facility Carried by Structure: CR 750S
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: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable 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: June 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3200285,  Location: 00.50 W OF SR 267 (Lat: 39.689239,  Lng: -86.379481),  Route carried "on" structure: City street ,  Year Built: 2020,  Status: Open,  Structure Length: 4.41m (14.47ft),  Average Daily Traffic: 1,275 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,900 (year 2040),  Design Load: HL 93,  Features Intersected: CLARKS CREEK,  Facility Carried by Structure: STANLEY 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: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Inventory Rating: 77.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3200302,  Location: 00.50 S OF CR 700 S (Lat: 39.651719,  Lng: -86.462550),  Route carried "on" structure: County highway 131,  Year Built: 2021,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 400 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 600 (year 2041),  Design Load: HS 20,  Features Intersected: BRANCH OF MCCRACKEN CR,  Facility Carried by Structure: CR 375E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.2m (30.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3200901,  Location: 00.20 S OF CR 100 N (Lat: 39.774689,  Lng: -86.396544),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 150 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 175 (year 2040),  Features Intersected: LINGEMAN DITCH,  Facility Carried by Structure: STONEBRIDGE 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),  Skew: 1 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 53.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3200906,  Location: 00.25 W OF SR 267 (Lat: 39.682131,  Lng: -86.375500),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 750 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,325 (year 2038),  Features Intersected: CLARK'S CREEK,  Facility Carried by Structure: EB CR 550S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Channel: Good,  Culverts: 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: Better than 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: June 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 320091,  Location: 00.19 W OF PERRY ROAD (Lat: 39.706839,  Lng: -86.358419),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,325 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,100 (year 2038),  Design Load: HS 20,  Features Intersected: GEORGE CREEK,  Facility Carried by Structure: STOUT HERITAGE PKW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.9m (22.6ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 45.8m (150.3ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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 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: June 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3200914,  Location: 00.40 E OF CR 800 E (Lat: 39.719089,  Lng: -86.372581),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 3.46m (11.35ft),  Average Daily Traffic: 10,250 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,000 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: CLARKS CREEK,  Facility Carried by Structure: TOWNSHIP LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 19.6m (64.3ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3200915,  Location: 00.10 E OF CR 800 E (Lat: 39.719089,  Lng: -86.378689),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 10,250 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,000 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: BRANCH OF CLARKS CREEK,  Facility Carried by Structure: TOWNSHIP LINE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3115,  Location: 02.98 S US 40 (Lat: 39.668050,  Lng: -86.370658),  Route carried "under" structure: Interstate 70,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 22,580 (year 2008),  Truck Traffic: 36%,  Features Intersected: I-70 EBL,  Facility Carried by Structure: SR 267
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 106.571,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.7m (71.2ft)

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Structure Number: 3115,  Location: 02.98 S US 40 (Lat: 39.668050,  Lng: -86.370658),  Route carried "under" structure: Interstate 70,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 22,580 (year 2008),  Truck Traffic: 36%,  Features Intersected: I-70 WBL,  Facility Carried by Structure: SR 267
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 106.571,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.7m (71.2ft)

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Structure Number: 4185,  Location: 02.19 W SR 267 (Lat: 39.649819,  Lng: -86.403792),  Route carried "under" structure: Interstate 70,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 22,310 (year 2010),  Truck Traffic: 36%,  Features Intersected: I-70 WB,  Facility Carried by Structure: CR 675 E
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 103.046,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 4185,  Location: 02.19 W SR 267 (Lat: 39.649819,  Lng: -86.403792),  Route carried "under" structure: Interstate 70,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 22,310 (year 2010),  Truck Traffic: 36%,  Features Intersected: I-70 EB,  Facility Carried by Structure: CR 675 E
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 103.046,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 4186,  Location: 01.44 W SR 267 (Lat: 39.656681,  Lng: -86.392922),  Route carried "under" structure: Interstate 70,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 41,353 (year 2004),  Truck Traffic: 10%,  Features Intersected: I-70 EB,  Facility Carried by Structure: CR 725E
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 104.253,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.7m (71.2ft)

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Structure Number: 4186,  Location: 01.44 W SR 267 (Lat: 39.656681,  Lng: -86.392922),  Route carried "under" structure: Interstate 70,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 41,353 (year 2004),  Truck Traffic: 10%,  Features Intersected: I-70 WB,  Facility Carried by Structure: CR 725E
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 104.253,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.7m (71.2ft)

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Structure Number: 4189,  Location: 00.94 W SR 267 (Lat: 39.661161,  Lng: -86.386589),  Route carried "under" structure: Interstate 70,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 22,595 (year 2006),  Truck Traffic: 37%,  Features Intersected: I-70 EB,  Facility Carried by Structure: OLD SR 267
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 105.058,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 4189,  Location: 00.94 W SR 267 (Lat: 39.661161,  Lng: -86.386589),  Route carried "under" structure: Interstate 70,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 22,595 (year 2006),  Truck Traffic: 37%,  Features Intersected: I-70 WB,  Facility Carried by Structure: OLD SR 267
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 105.058,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 41954,  Location: 02.47 E SR 267 (Lat: 39.685200,  Lng: -86.329119),  Route carried "under" structure: Ramp Interstate 70,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 35,000 (year 2005),  Truck Traffic: 5%,  Features Intersected: I70 WB CD,  Facility Carried by Structure: AMERIPLEX PKWY NB
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 110.546,  Lanes on structure: 3,  Lanes under structure: 12,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 31.8m (104.3ft)

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Structure Number: 41954,  Location: 02.47 E SR 267 (Lat: 39.685200,  Lng: -86.329119),  Route carried "under" structure: Interstate 70,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 35,000 (year 2005),  Truck Traffic: 5%,  Features Intersected: I70 WB,  Facility Carried by Structure: AMERIPLEX PKWY NB
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 110.546,  Lanes on structure: 3,  Lanes under structure: 12,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 31.8m (104.3ft)

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Structure Number: 41954,  Location: 02.47 E SR 267 (Lat: 39.685200,  Lng: -86.329119),  Route carried "under" structure: Interstate 70,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 35,000 (year 2005),  Truck Traffic: 5%,  Features Intersected: I70 EB,  Facility Carried by Structure: AMERIPLEX PKWY NB
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 110.546,  Lanes on structure: 3,  Lanes under structure: 12,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 31.8m (104.3ft)

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Structure Number: 41954,  Location: 02.47 E SR 267 (Lat: 39.685200,  Lng: -86.329119),  Route carried "under" structure: Ramp Interstate 70,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 35,000 (year 2005),  Truck Traffic: 5%,  Features Intersected: I70 EB CD,  Facility Carried by Structure: AMERIPLEX PKWY NB
Minimum Vertical Clearance: 6.02m (19.75ft),  Kilometerpoint: 110.546,  Lanes on structure: 3,  Lanes under structure: 12,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 31.8m (104.3ft)

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Structure Number: 41955,  Location: 02.47 E SR 267 (Lat: 39.685100,  Lng: -86.329419),  Route carried "under" structure: Interstate 70,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 35,000 (year 2005),  Truck Traffic: 5%,  Features Intersected: I70 EB,  Facility Carried by Structure: AMERIPLEX PKWY SB
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 110.530,  Lanes on structure: 4,  Lanes under structure: 12,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 31.8m (104.3ft)

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Structure Number: 41955,  Location: 02.47 E SR 267 (Lat: 39.685100,  Lng: -86.329419),  Route carried "under" structure: Interstate 70,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 35,000 (year 2005),  Truck Traffic: 5%,  Features Intersected: I70 WB,  Facility Carried by Structure: AMERIPLEX PKWY SB
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 110.530,  Lanes on structure: 4,  Lanes under structure: 12,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 31.8m (104.3ft)

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Structure Number: 41955,  Location: 02.47 E SR 267 (Lat: 39.685100,  Lng: -86.329419),  Route carried "under" structure: Ramp Interstate 70,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 35,000 (year 2005),  Truck Traffic: 5%,  Features Intersected: I70 WB CD,  Facility Carried by Structure: AMERIPLEX PKWY SB
Minimum Vertical Clearance: 6.17m (20.24ft),  Kilometerpoint: 110.530,  Lanes on structure: 4,  Lanes under structure: 12,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 31.8m (104.3ft)

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Structure Number: 41955,  Location: 02.47 E SR 267 (Lat: 39.685100,  Lng: -86.329419),  Route carried "under" structure: Ramp Interstate 70,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 35,000 (year 2005),  Truck Traffic: 5%,  Features Intersected: I70 EB CD,  Facility Carried by Structure: AMERIPLEX PKWY SB
Minimum Vertical Clearance: 6.15m (20.18ft),  Kilometerpoint: 110.530,  Lanes on structure: 4,  Lanes under structure: 12,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 31.8m (104.3ft)