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

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Structure Number: 418,  Location: 01.10 N SR 120 (Lat: 41.734661,  Lng: -85.800186),  Route carried "on" structure: State highway 15,  Year Built: 1956,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 8.47m (27.79ft),  Average Daily Traffic: 6,977 (year 2015),  Truck Traffic: 26%,  Average Future Daily Traffic: 14,819 (year 2031),  Design Load: HS 20,  Features Intersected: I-90 EB/WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.842,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.6m (87.3ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4811,  Location: 03.60 E SR 13 (Lat: 40.569031,  Lng: -85.756869),  Route carried "on" structure: State highway 18,  Year Built: 2021,  Status: Open,  Structure Length: 3.86m (12.66ft),  Average Daily Traffic: 7,180 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,760 (year 2040),  Design Load: HL 93,  Features Intersected: PIPE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.737,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2589,  Location: 01.04 E SR 15 (Lat: 41.725000,  Lng: -85.793781),  Route carried "on" structure: State highway 120,  Year Built: 2003,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 6,860 (year 2021),  Truck Traffic: 24%,  Average Future Daily Traffic: 7,470 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: LITTLE ELKHART RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.960,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.2m (43.3ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.5 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 48073,  Location: 04.39 E SR 19 (Lat: 41.730281,  Lng: -85.888475),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 8.60m (28.22ft),  Average Daily Traffic: 10,518 (year 2014),  Truck Traffic: 18%,  Average Future Daily Traffic: 11,082 (year 2031),  Design Load: HS 20,  Features Intersected: I-90 EB/WB,  Facility Carried by Structure: CR 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 154.497,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4808,  Location: 03.72 W SR 15 (Lat: 41.730969,  Lng: -85.870889),  Route carried "on" structure: County highway 19,  Year Built: 1956,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 1,031 (year 2014),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,601 (year 2031),  Design Load: HS 20,  Features Intersected: I-90 EB/WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 155.945,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.0m (65.6ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 48082,  Location: 00.68 E CR 19 (Lat: 41.731250,  Lng: -85.857681),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Status: Open,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 25,630 (year 2015),  Truck Traffic: 38%,  Average Future Daily Traffic: 49,182 (year 2030),  Design Load: HS 20,  Features Intersected: WASHINGTON TWP DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 157.185,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 66.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 4809,  Location: 02.21 W SR 15 (Lat: 41.732411,  Lng: -85.841819),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 12,815 (year 2015),  Truck Traffic: 38%,  Average Future Daily Traffic: 28,508 (year 2031),  Design Load: HS 20,  Features Intersected: CR 21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 158.520,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.9m (29.2ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: March 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 481,  Location: 02.21 W SR 15 (Lat: 41.732631,  Lng: -85.841836),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 12,815 (year 2015),  Truck Traffic: 38%,  Average Future Daily Traffic: 28,508 (year 2031),  Design Load: HS 20,  Features Intersected: CR 21
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 158.520,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.9m (29.2ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  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,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4811,  Location: 01.18 W SR 15 (Lat: 41.736611,  Lng: -85.822678),  Route carried "on" structure: County highway 23,  Year Built: 1956,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 1,962 (year 2014),  Truck Traffic: 16%,  Average Future Daily Traffic: 6,384 (year 2031),  Design Load: HS 20,  Features Intersected: I-90 EB/WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 20.0m (65.6ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4812,  Location: 00.57 W SR 15 (Lat: 41.735069,  Lng: -85.811103),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 13.11m (43.01ft),  Average Daily Traffic: 11,863 (year 2011),  Truck Traffic: 24%,  Average Future Daily Traffic: 24,591 (year 2030),  Design Load: HS 20,  Features Intersected: CR 25, ST JOE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.160,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: June 2017,  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: 4813,  Location: 00.57 W SR 15 (Lat: 41.735289,  Lng: -85.811089),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 13.11m (43.01ft),  Average Daily Traffic: 11,864 (year 2011),  Truck Traffic: 25%,  Average Future Daily Traffic: 24,591 (year 2030),  Design Load: HS 20,  Features Intersected: CR 25, ST JOE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.160,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 64.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Underwater Inspection Date: June 2017,  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: 4814,  Location: 00.51 E SR 15 (Lat: 41.735161,  Lng: -85.790375),  Route carried "on" structure: Ramp Interstate 90,  Year Built: 1983,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 1,130 (year 2014),  Truck Traffic: 20%,  Average Future Daily Traffic: 970 (year 2031),  Design Load: HS 20,  Features Intersected: I-90 EB/WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.898,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.0m (128.0ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4815,  Location: 00.86 E SR 15 (Lat: 41.734869,  Lng: -85.783614),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 12,465 (year 2015),  Truck Traffic: 39%,  Average Future Daily Traffic: 26,884 (year 2031),  Design Load: HS 20,  Features Intersected: CR 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 163.461,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4816,  Location: 00.86 E SR 15 (Lat: 41.735100,  Lng: -85.783608),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 12,465 (year 2015),  Truck Traffic: 39%,  Average Future Daily Traffic: 26,884 (year 2031),  Design Load: HS 20,  Features Intersected: CR 29
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 163.461,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 67.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4817,  Location: 01.26 E SR 15 (Lat: 41.731569,  Lng: -85.777589),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 12,465 (year 2015),  Truck Traffic: 39%,  Average Future Daily Traffic: 26,884 (year 2031),  Design Load: HS 20,  Features Intersected: GRAND ELK RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 164.105,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4818,  Location: 01.26 E SR 15 (Lat: 41.731689,  Lng: -85.777328),  Route carried "on" structure: Interstate 90,  Year Built: 1956,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 12,465 (year 2015),  Truck Traffic: 39%,  Average Future Daily Traffic: 26,884 (year 2031),  Design Load: HS 20,  Features Intersected: GRAND ELK RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 164.105,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4819,  Location: 02.16 E SR 15 (Lat: 41.730461,  Lng: -85.761322),  Route carried "on" structure: Alternate County highway ,  Year Built: 1956,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 271 (year 2014),  Truck Traffic: 11%,  Average Future Daily Traffic: 909 (year 2031),  Design Load: HS 20,  Features Intersected: I-90 EB/WB,  Facility Carried by Structure: CR 131
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.1 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200162,  Location: 00.70 S US 24 (Lat: 41.005869,  Lng: -85.303100),  Route carried "on" structure: County highway 149,  Year Built: 1994,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 104 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 156 (year 2038),  Features Intersected: GRAHAM MCCULLOCH DRAIN,  Facility Carried by Structure: AMBER RD
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: 2 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.2m (26.9ft),  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: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: 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: 200175,  Location: 00.10 E FEICHNER (Lat: 40.931519,  Lng: -85.278950),  Route carried "on" structure: County highway 6,  Year Built: 1935,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 520 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 778 (year 2038),  Features Intersected: WITZGALL #1 DRAIN,  Facility Carried by Structure: YODER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.8m (25.6ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 52.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.2 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,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $83,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $132,000 ( Estimate for 2020),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1000001,  Location: 00.30 N of Catalpa Drive (Lat: 38.310750,  Lng: -85.676544),  Route carried "on" structure: City street ,  Year Built: 1967,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 4,380 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,620 (year 2038),  Design Load: HS 20,  Features Intersected: LANCASSANGE CREEK,  Facility Carried by Structure: UTICA PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.3m (40.4ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.3 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2000003,  Location: 00.10 N OF CR 8 (Lat: 41.718961,  Lng: -85.764831),  Route carried "on" structure: Alternate County highway 219,  Year Built: 1982,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 733 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 1,263 (year 2040),  Design Load: HS 20,  Features Intersected: MILL RACE/ELKHART RIVER,  Facility Carried by Structure: CR 131
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft),  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: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 76.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2000004,  Location: 00.20 N CR 8 (Lat: 41.719911,  Lng: -85.764472),  Route carried "on" structure: Alternate County highway 219,  Year Built: 1982,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 733 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 1,263 (year 2040),  Design Load: HS 20,  Features Intersected: LITTLE ELKHART RIVER,  Facility Carried by Structure: CR 131
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: 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: 7.4m (24.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 69.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2000006,  Location: 00.50 S OF CR 2 (Lat: 41.750861,  Lng: -85.806892),  Route carried "on" structure: Alternate County highway 199,  Year Built: 1974,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 560 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 965 (year 2039),  Design Load: H 20,  Features Intersected: TROUT CREEK,  Facility Carried by Structure: CR 25
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: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.9m (9.5ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 2000007,  Location: 00.10 N SR 120 (Lat: 41.722311,  Lng: -85.817428),  Route carried "on" structure: City street ,  Year Built: 1970,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 7,436 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,808 (year 2039),  Design Load: HS 20,  Features Intersected: ST JOSEPH RIVER,  Facility Carried by Structure: DIVISION ST
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 continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2000008,  Location: 00.40 W OF CR 21 (Lat: 41.753719,  Lng: -85.855439),  Route carried "on" structure: Alternate County highway 90,  Year Built: 1962,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,015 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,748 (year 2038),  Design Load: H 20,  Features Intersected: WASHINGTON TWP DITCH,  Facility Carried by Structure: CR 2
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: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 50.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2000009,  Location: 00.50 E OF CR 19 (Lat: 41.724219,  Lng: -85.861039),  Route carried "on" structure: Alternate County highway 146,  Year Built: 1970,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 3,120 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,374 (year 2040),  Design Load: HS 20,  Features Intersected: WASHINGTON TWP DITCH,  Facility Carried by Structure: CR 6
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: 9.3m (30.5ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 22.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 418,  Location: 01.10 N SR 120 (Lat: 41.734661,  Lng: -85.800186),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 12,815 (year 2015),  Truck Traffic: 38%,  Features Intersected: I-90 WB,  Facility Carried by Structure: SR 15
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 162.077,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 26.6m (87.3ft)

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Structure Number: 418,  Location: 01.10 N SR 120 (Lat: 41.734661,  Lng: -85.800186),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 12,815 (year 2015),  Truck Traffic: 38%,  Features Intersected: I-90 EB,  Facility Carried by Structure: SR 15
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 162.077,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 26.6m (87.3ft)

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Structure Number: 48073,  Location: 04.39 E SR 19 (Lat: 41.730281,  Lng: -85.888475),  Route carried "under" structure: Interstate 90,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 13,305 (year 2015),  Truck Traffic: 37%,  Features Intersected: I-90 EB,  Facility Carried by Structure: CR 17
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 154.610,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 48073,  Location: 04.39 E SR 19 (Lat: 41.730281,  Lng: -85.888469),  Route carried "under" structure: Ramp Interstate 90,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 950 (year 2014),  Truck Traffic: 9%,  Features Intersected: I-90 096 SW RAMP A,  Facility Carried by Structure: CR 17
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 154.610,  Lanes on structure: 4,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 48073,  Location: 04.39 E SR 19 (Lat: 41.730281,  Lng: -85.888475),  Route carried "under" structure: Interstate 90,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 13,305 (year 2015),  Truck Traffic: 37%,  Features Intersected: I-90 WB,  Facility Carried by Structure: CR 17
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 154.610,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 4808,  Location: 03.72 W SR 15 (Lat: 41.730969,  Lng: -85.870889),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 25,630 (year 2015),  Truck Traffic: 38%,  Features Intersected: I-90 EB,  Facility Carried by Structure: CR 19
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 156.090,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.0m (65.6ft)

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Structure Number: 4808,  Location: 03.72 W SR 15 (Lat: 41.730969,  Lng: -85.870889),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 25,630 (year 2015),  Truck Traffic: 38%,  Features Intersected: I-90 WB,  Facility Carried by Structure: CR 19
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 156.090,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.0m (65.6ft)

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Structure Number: 4809,  Location: 02.21 W SR 15 (Lat: 41.732411,  Lng: -85.841819),  Route carried "under" structure: County highway 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 621 (year 2014),  Truck Traffic: 10%,  Features Intersected: CR 21
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.4m (34.1ft)

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Structure Number: 481,  Location: 02.21 W SR 15 (Lat: 41.732631,  Lng: -85.841836),  Route carried "under" structure: County highway 21,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 621 (year 2014),  Truck Traffic: 10%,  Features Intersected: CR 21,  Facility Carried by Structure: I-90 WB
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.4m (34.1ft)

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Structure Number: 4811,  Location: 01.18 W SR 15 (Lat: 41.736611,  Lng: -85.822678),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 12,815 (year 2015),  Truck Traffic: 38%,  Features Intersected: I-90 EB,  Facility Carried by Structure: CR 23
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 160.178,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.0m (65.6ft)

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Structure Number: 4811,  Location: 01.18 W SR 15 (Lat: 41.736611,  Lng: -85.822678),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 12,815 (year 2015),  Truck Traffic: 38%,  Features Intersected: I-90 WB,  Facility Carried by Structure: CR 23
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 160.178,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.0m (65.6ft)

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Structure Number: 4812,  Location: 00.57 W SR 15 (Lat: 41.735069,  Lng: -85.811103),  Route carried "under" structure: County highway 25,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 3,284 (year 2004),  Truck Traffic: 5%,  Features Intersected: CR 25,  Facility Carried by Structure: I-90 EB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 4813,  Location: 00.57 W SR 15 (Lat: 41.735289,  Lng: -85.811089),  Route carried "under" structure: County highway 25,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 3,284 (year 2004),  Truck Traffic: 5%,  Features Intersected: CR 25,  Facility Carried by Structure: I-90 WB
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 4814,  Location: 00.51 E SR 15 (Lat: 41.735161,  Lng: -85.790375),  Route carried "under" structure: Ramp Interstate 90,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 380 (year 2014),  Truck Traffic: 34%,  Features Intersected: SE RAMP 101B
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 162.898,  Lanes on structure: 2,  Lanes under structure: 1,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 4814,  Location: 00.51 E SR 15 (Lat: 41.735161,  Lng: -85.790375),  Route carried "under" structure: Interstate 90,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 25,630 (year 2015),  Truck Traffic: 38%,  Features Intersected: I-90 WB
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 162.898,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 4814,  Location: 00.51 E SR 15 (Lat: 41.735161,  Lng: -85.790375),  Route carried "under" structure: Interstate 90,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 25,630 (year 2015),  Truck Traffic: 38%,  Features Intersected: I-90 EB/WB
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 162.898,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.0m (128.0ft)

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Structure Number: 4815,  Location: 00.86 E SR 15 (Lat: 41.734869,  Lng: -85.783614),  Route carried "under" structure: County highway 29,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 74 (year 2014),  Truck Traffic: 15%,  Features Intersected: CR 29,  Facility Carried by Structure: I-90 EB
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.7m (35.1ft)

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Structure Number: 4816,  Location: 00.86 E SR 15 (Lat: 41.735100,  Lng: -85.783608),  Route carried "under" structure: County highway ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 74 (year 2014),  Truck Traffic: 15%,  Features Intersected: COUNTY ROAD 29,  Facility Carried by Structure: I-90 WB
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.7m (35.1ft)

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Structure Number: 4819,  Location: 02.16 E SR 15 (Lat: 41.730461,  Lng: -85.761322),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 12,465 (year 2015),  Truck Traffic: 39%,  Features Intersected: I-90 EB,  Facility Carried by Structure: CR 131
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 165.553,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 4819,  Location: 02.16 E SR 15 (Lat: 41.730461,  Lng: -85.761322),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 12,465 (year 2015),  Truck Traffic: 39%,  Features Intersected: I-90 WB,  Facility Carried by Structure: CR 131
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 165.553,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)