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

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Structure Number: 200147,  Location: 00.30 S PARENT RD (Lat: 41.103761,  Lng: -84.986889),  Route carried "on" structure: County highway 76,  Year Built: 1971,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 468 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 700 (year 2038),  Design Load: HS 20,  Features Intersected: SIX MILE CREEK,  Facility Carried by Structure: RIVER RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.5m (34.4ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200238,  Location: 00.40 W HARTZELL ROAD (Lat: 41.033661,  Lng: -85.036339),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 364 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 544 (year 2038),  Features Intersected: ADAMS DRAIN,  Facility Carried by Structure: PAULDING 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: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 55.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $65,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $104,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200278,  Location: 00.10 W OF STATE ST (Lat: 41.072819,  Lng: -85.023131),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Posted for load,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 974 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,620 (year 2038),  Design Load: HS 20,  Features Intersected: TRIER DRAIN,  Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: 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 or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 10.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 6.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  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),  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $986,000,  Roadway Improvement Cost: $198,000,  Total Project Cost: $1,468,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200279,  Location: 00.20 E OF GREEN ST (Lat: 41.073781,  Lng: -85.008389),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 1,683 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,798 (year 2038),  Design Load: HS 20,  Features Intersected: A. MARTIN DRAIN,  Facility Carried by Structure: SUMMIT ST
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),  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: 11.2m (36.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 81.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  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: 200286,  Location: 00.25 S PAULDING ROAD (Lat: 41.031961,  Lng: -84.941350),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 104 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 156 (year 2038),  Design Load: HS 20,  Features Intersected: MCHENRY DRAIN,  Facility Carried by Structure: FACKLER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.9 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: May 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 200297,  Location: 00.20 W MINNICH ROAD (Lat: 41.019769,  Lng: -85.003189),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Posted for load,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 1,483 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,216 (year 2038),  Design Load: HS 20,  Features Intersected: SCHMIDT DRAIN,  Facility Carried by Structure: TILLMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 33.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.23m (4.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $133,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $212,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200332,  Location: 00.15 W WEBSTER ROAD (Lat: 41.079750,  Lng: -84.926611),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,041 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,555 (year 2038),  Design Load: HS 20,  Features Intersected: LOMONT DRAIN,  Facility Carried by Structure: EDGERTON RD
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: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200334,  Location: 00.50 E LANDIN ROAD (Lat: 41.087981,  Lng: -85.009161),  Route carried "on" structure: County highway ,  Year Built: 1932,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 963 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,439 (year 2038),  Features Intersected: BULLERMAN DRAIN,  Facility Carried by Structure: NORTH RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 34.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present 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: 20034,  Location: 00.70 E GREEN ST (Lat: 41.070539,  Lng: -84.998081),  Route carried "on" structure: City street ,  Year Built: 1947,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 15,000 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,000 (year 2036),  Features Intersected: A MARTIN DRAIN,  Facility Carried by Structure: DAWKINS 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),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.2m (40.0ft)

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

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Structure Number: 200342,  Location: 00.10 E OF GREEN ST (Lat: 41.077750,  Lng: -85.008919),  Route carried "on" structure: City street ,  Year Built: 1945,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 7,000 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,000 (year 2036),  Features Intersected: A. MARTIN DRAIN,  Facility Carried by Structure: ROSE AVE
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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: May 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200343,  Location: 00.20 E OF HARTZELL RD (Lat: 41.070131,  Lng: -85.026931),  Route carried "on" structure: City street ,  Year Built: 1936,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 15,000 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,000 (year 2036),  Features Intersected: TRIER DRAIN,  Facility Carried by Structure: E LINCOLN HWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200345,  Location: 00.21 W BERTHAUD ROAD (Lat: 41.109019,  Lng: -84.948250),  Route carried "on" structure: County highway 24,  Year Built: 1945,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,500 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,125 (year 2036),  Features Intersected: LOMONT DRAIN
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: 7.6m (24.9ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Channel: Fair,  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: 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: May 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200403,  Location: 00.40 S SR 14 (Lat: 41.066100,  Lng: -84.981161),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,145 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 1,711 (year 2038),  Design Load: HS 20,  Features Intersected: A MARTIN DRAIN,  Facility Carried by Structure: DOYLE 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: 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: 9.8m (32.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 53.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Internally Sealed

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Structure Number: 200607,  Location: 00.10 N OF COURTNEY DR (Lat: 41.064861,  Lng: -85.040831),  Route carried "on" structure: City street ,  Year Built: 1965,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 579 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 962 (year 2038),  Design Load: HS 20,  Features Intersected: TRIER DRAIN,  Facility Carried by Structure: BROOKWOOD 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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 88.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200608,  Location: 00.30 W MINNICH RD (Lat: 41.055669,  Lng: -85.005172),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 4.19m (13.75ft),  Average Daily Traffic: 3,000 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,000 (year 2036),  Features Intersected: COCHOIT DRAIN,  Facility Carried by Structure: MOELLER 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: 8 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.5m (57.4ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 13.7m (44.9ft)

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

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Structure Number: 200646,  Location: 00.20 N OF SEILER ROAD (Lat: 41.050369,  Lng: -85.010750),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,578 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,623 (year 2038),  Design Load: HS 20,  Features Intersected: KAMP DRAIN,  Facility Carried by Structure: GREEN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20065,  Location: 00.32 N HARPER ROAD (Lat: 41.091339,  Lng: -84.943681),  Route carried "on" structure: County highway 425,  Year Built: 1980,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 104 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 156 (year 2038),  Design Load: HS 20,  Features Intersected: BANDELIER #3 DRAIN,  Facility Carried by Structure: BERTHAUD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.5m (34.4ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 83.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 200667,  Location: 00.15 N SR 930 (Lat: 41.071650,  Lng: -85.058811),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 19,150 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 29,575 (year 2036),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN R/R,  Facility Carried by Structure: MAPLECREST RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200668,  Location: 00.25 N SR 930 (Lat: 41.074011,  Lng: -85.058750),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 26.47m (86.84ft),  Average Daily Traffic: 19,150 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 29,575 (year 2036),  Design Load: HS 20,  Features Intersected: N-S R/R & NELSON RD,  Facility Carried by Structure: MAPLECREST RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 20067,  Location: 00.41 S N RIVER RD (Lat: 41.081800,  Lng: -85.059039),  Route carried "on" structure: City street ,  Year Built: 2011,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 19,150 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,575 (year 2036),  Features Intersected: TREATMENT PLANT ROAD,  Facility Carried by Structure: MAPLECREST RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 32852,  Location: 01.73 W US 30 (Lat: 41.039850,  Lng: -85.000786),  Route carried "under" structure: Interstate 469,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 9,740 (year 2019),  Truck Traffic: 42%,  Features Intersected: I-469 NB,  Facility Carried by Structure: MINNICH ROAD NB
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 28.147,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.2m (145.0ft)

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Structure Number: 32852,  Location: 01.73 W US 30 (Lat: 41.039850,  Lng: -85.000786),  Route carried "under" structure: Interstate 469,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 9,197 (year 2019),  Truck Traffic: 42%,  Features Intersected: I-469 SB,  Facility Carried by Structure: MINNICH ROAD NB
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 28.147,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.2m (145.0ft)

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Structure Number: 32854,  Location: 07.76 E US 27 (Lat: 41.063250,  Lng: -84.989478),  Route carried "under" structure: State highway 930,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 12,912 (year 2020),  Truck Traffic: 20%,  Features Intersected: SR 930 WB,  Facility Carried by Structure: I-469 NB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 40.523,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.7m (120.4ft)

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Structure Number: 32854,  Location: 07.76 E US 27 (Lat: 41.063250,  Lng: -84.989478),  Route carried "under" structure: US 30,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 12,912 (year 2020),  Truck Traffic: 20%,  Features Intersected: US 30 EB,  Facility Carried by Structure: I-469 NB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 40.523,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.7m (120.4ft)

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Structure Number: 32855,  Location: 01.72 W US 30 (Lat: 41.040261,  Lng: -85.000817),  Route carried "under" structure: Interstate 469,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 9,764 (year 2019),  Truck Traffic: 42%,  Features Intersected: I-469 NB,  Facility Carried by Structure: MINNICH ROAD SB
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 28.131,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.2m (145.0ft)

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Structure Number: 32855,  Location: 01.72 W US 30 (Lat: 41.040261,  Lng: -85.000817),  Route carried "under" structure: Interstate 469,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 9,197 (year 2019),  Truck Traffic: 42%,  Features Intersected: I-469 SB,  Facility Carried by Structure: MINNICH ROAD SB
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 28.131,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.2m (145.0ft)

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Structure Number: 76,  Location: 00.53 N US 30 (Lat: 41.070789,  Lng: -84.989900),  Route carried "under" structure: City street ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 3,727 (year 2020),  Truck Traffic: 15%,  Features Intersected: DAWKINS ROAD,  Facility Carried by Structure: I-469
Minimum Vertical Clearance: 7.54m (24.74ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.9m (88.3ft)

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Structure Number: 7602,  Location: 01.35 N US 30 (Lat: 41.084100,  Lng: -84.992667),  Route carried "under" structure: US 24,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 8,852 (year 2020),  Truck Traffic: 39%,  Features Intersected: US 24 WB,  Facility Carried by Structure: I-469 NB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 50.212,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 7602,  Location: 01.35 N US 30 (Lat: 41.084100,  Lng: -84.992667),  Route carried "under" structure: US 24,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 8,500 (year 2020),  Truck Traffic: 39%,  Features Intersected: US 24 EB,  Facility Carried by Structure: I-469 NB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 50.212,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 7605,  Location: 00.64 N US 24 (Lat: 41.093069,  Lng: -84.994714),  Route carried "under" structure: County highway ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 390 (year 2020),  Truck Traffic: 1%,  Features Intersected: NORTH RIVER ROAD,  Facility Carried by Structure: I-469 NB
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.2m (46.6ft)

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Structure Number: 7606,  Location: 00.64 N US 24 (Lat: 41.093039,  Lng: -84.994889),  Route carried "under" structure: County highway ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 390 (year 2020),  Truck Traffic: 1%,  Features Intersected: NORTH RIVER ROAD,  Facility Carried by Structure: I-469 SB
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.2m (46.6ft)

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Structure Number: 7614,  Location: 07.76 E US 27 (Lat: 41.063269,  Lng: -84.989661),  Route carried "under" structure: US 30,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 12,912 (year 2020),  Truck Traffic: 11%,  Features Intersected: US 30 EB,  Facility Carried by Structure: I-469 SB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 40.507,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.7m (120.4ft)

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Structure Number: 7614,  Location: 07.76 E US 27 (Lat: 41.063269,  Lng: -84.989661),  Route carried "under" structure: State highway 930,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 12,912 (year 2020),  Truck Traffic: 11%,  Features Intersected: SR 930 WB,  Facility Carried by Structure: I-469 SB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 40.507,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.7m (120.4ft)

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Structure Number: 79868,  Location: 2.15 E I-469 (Lat: 41.090311,  Lng: -84.982219),  Route carried "under" structure: County highway ,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 253 (year 2010),  Truck Traffic: 3%,  Features Intersected: Bruick Road,  Facility Carried by Structure: US 24 EB
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 44.193,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.7m (64.6ft)

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Structure Number: 7987,  Location: 1.10 E I-469 (Lat: 41.090311,  Lng: -84.982219),  Route carried "under" structure: County highway ,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 470 (year 2010),  Truck Traffic: 6%,  Features Intersected: Doyle Road,  Facility Carried by Structure: US 24 EB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 41.940,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 79872,  Location: 1.10 E I-469 (Lat: 41.090311,  Lng: -84.982219),  Route carried "under" structure: County highway ,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 470 (year 2010),  Truck Traffic: 6%,  Features Intersected: DOYLE ROAD,  Facility Carried by Structure: US 24 WB
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 41.940,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 79874,  Location: 2.15 E I-469 (Lat: 41.090311,  Lng: -84.982219),  Route carried "under" structure: County highway ,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 253 (year 2010),  Truck Traffic: 3%,  Features Intersected: Bruick Road,  Facility Carried by Structure: US 24 WB
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 44.193,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.7m (64.6ft)

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Structure Number: 200668,  Location: 00.25 N OF SR-930 (Lat: 41.074011,  Lng: -85.058753),  Route carried "under" structure: City street ,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2012),  Truck Traffic: 15%,  Features Intersected: NELSON RD,  Facility Carried by Structure: MAPLECREST RD
Minimum Vertical Clearance: 7.32m (24.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 20067,  Location: 00.41 S N RIVER RD (Lat: 41.081800,  Lng: -85.059044),  Route carried "under" structure: ServiceOther road ,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 2014),  Truck Traffic: 50%,  Features Intersected: MAPLECREST RD,  Facility Carried by Structure: TREATMENT PLANT RO
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 6.1m (20.0ft)