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

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Structure Number: 2000154,  Location: 00.10 N OF WATERFALL DR (Lat: 41.686589,  Lng: -85.964019),  Route carried "on" structure: City street ,  Year Built: 1966,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 8.13m (26.67ft),  Average Daily Traffic: 14,733 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 25,376 (year 2039),  Design Load: HL 93,  Features Intersected: ELKHART RIVER,  Facility Carried by Structure: PRAIRIE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.7m (87.6ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 74.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 53.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  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: 2000155,  Location: 00.10 E OF WILLOWDALE (Lat: 41.699319,  Lng: -85.981125),  Route carried "on" structure: Alternate City street ,  Year Built: 1977,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 1.99m (6.53ft),  Average Daily Traffic: 947 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,631 (year 2038),  Design Load: HL 93,  Features Intersected: CHRISTIANA CREEK,  Facility Carried by Structure: SIMONTON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.1m (62.7ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Inventory Rating: 95.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 2000156,  Location: 00.75 E OF S MAIN ST (Lat: 41.673989,  Lng: -85.946075),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 6.24m (20.47ft),  Average Daily Traffic: 7,912 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,628 (year 2038),  Design Load: HS 20,  Features Intersected: ELKHART RIVER,  Facility Carried by Structure: INDIANA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Inventory Rating: 69.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior 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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2000157,  Location: 00.30 E OF RICHMOND DR (Lat: 41.681219,  Lng: -85.956811),  Route carried "on" structure: City street ,  Year Built: 1931,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 6,944 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,960 (year 2040),  Features Intersected: ELKHART RIVER,  Facility Carried by Structure: MIDDLEBURY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2000159,  Location: 00.00 N OF WATERFALL DR (Lat: 41.685131,  Lng: -85.969275),  Route carried "on" structure: City street ,  Year Built: 1928,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 3,134 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,398 (year 2040),  Design Load: HS 20,  Features Intersected: ELKHART RIVER,  Facility Carried by Structure: ELKHART AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.7m (58.1ft)

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

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Structure Number: 200016,  Location: 01.00 S OF HIVELY (Lat: 41.648639,  Lng: -85.933761),  Route carried "on" structure: City street 319,  Year Built: 1936,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 1.72m (5.64ft),  Average Daily Traffic: 3,198 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,508 (year 2038),  Features Intersected: YELLOW CREEK,  Facility Carried by Structure: CR 45
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: 15.8m (51.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.0 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2000162,  Location: 00.10 W OF JOHNSON ST (Lat: 41.693261,  Lng: -85.968133),  Route carried "on" structure: City street ,  Year Built: 1963,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 12,899 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,217 (year 2039),  Design Load: H 20,  Features Intersected: CHRISTIANA CREEK,  Facility Carried by Structure: BEARDSLEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2000164,  Location: 00.80 E OF US 33 (Lat: 41.659461,  Lng: -85.932425),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Posted for load,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 4,608 (year 2018),  Truck Traffic: 12%,  Average Future Daily Traffic: 7,937 (year 2038),  Design Load: H 20,  Features Intersected: YELLOW CREEK,  Facility Carried by Structure: HIVELY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.6m (41.3ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 55.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.04m (6.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $373,000,  Roadway Improvement Cost: $190,000,  Total Project Cost: $711,000 ( Estimate for 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: 2000165,  Location: 00.10 W OF FRANKLIN ST (Lat: 41.677019,  Lng: -85.990800),  Route carried "on" structure: City street ,  Year Built: 1939,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 5,562 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,580 (year 2039),  Design Load: HS 20,  Features Intersected: ST JOSEPH RIVER,  Facility Carried by Structure: BRIDGE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present 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,  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

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Structure Number: 2000166,  Location: 00.10 S OF GREENLEAF BLVD (Lat: 41.697589,  Lng: -85.916069),  Route carried "on" structure: Alternate City street ,  Year Built: 1950,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 118 (year 2018),  Truck Traffic: 24%,  Average Future Daily Traffic: 203 (year 2038),  Features Intersected: SHORELANE CANAL,  Facility Carried by Structure: SHORELANE W ST
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: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 54.6 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2000177,  Location: 00.50 S OF CR 4 (Lat: 41.730981,  Lng: -85.927544),  Route carried "on" structure: Alternate City street 125,  Year Built: 1958,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 2,837 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,886 (year 2039),  Features Intersected: PUTERBAUGH CREEK,  Facility Carried by Structure: CR 13
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

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

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Structure Number: 2000182,  Location: 00.10 S OF CR 26 (Lat: 41.622461,  Lng: -86.021958),  Route carried "on" structure: County highway 113,  Year Built: 1955,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 674 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,161 (year 2039),  Features Intersected: BRANCH OF BAUGO CREEK,  Facility Carried by Structure: CR 3
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),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 6.4m (21.0ft)

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

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Structure Number: 2000193,  Location: 00.10 E OF CR 1 (Lat: 41.635650,  Lng: -86.040650),  Route carried "on" structure: Alternate City street 184,  Year Built: 1978,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,137 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,958 (year 2039),  Features Intersected: BRANCH OF BAUGO CREEK,  Facility Carried by Structure: CR 24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 75.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: August 2020

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Structure Number: 2000195,  Location: 00.00 S OF BEARDSLEY AVE. (Lat: 41.693169,  Lng: -85.966064),  Route carried "on" structure: City street ,  Year Built: 1994,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 11.83m (38.81ft),  Average Daily Traffic: 21,080 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 36,290 (year 2040),  Design Load: HS 20,  Features Intersected: ST JOSEPH RIVER,  Facility Carried by Structure: JOHNSON STREET NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior 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: 2000196,  Location: 00.65 E SR 219 (Lat: 41.688689,  Lng: -86.048842),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 11,168 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,236 (year 2038),  Design Load: HS 20,  Features Intersected: COBUS CREEK,  Facility Carried by Structure: OLD US 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.9m (29.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: 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: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2000197,  Location: 01.20 E SR 19 (Lat: 41.684061,  Lng: -85.981078),  Route carried "on" structure: City street ,  Year Built: 1926,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 7.69m (25.23ft),  Average Daily Traffic: 6,731 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,594 (year 2039),  Design Load: HS 20,  Features Intersected: ST JOSEPH RIVER,  Facility Carried by Structure: LEXINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: August 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2000198,  Location: 00.10 E OF N MAIN ST (Lat: 41.687800,  Lng: -85.972014),  Route carried "on" structure: City street ,  Year Built: 1986,  Year Reconstructed: 2021,  Status: Open,  Structure Length: 5.89m (19.32ft),  Average Daily Traffic: 10,533 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 18,142 (year 2040),  Design Load: HS 20,  Features Intersected: ELKHART RIVER,  Facility Carried by Structure: JACKSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.0m (65.6ft),  Curb or Sidewalk Widths: Left: 4.1m (13.5ft),  Right: 4.1m (13.5ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2000199,  Location: 00.10 W OF US 33 (Lat: 41.641711,  Lng: -85.929253),  Route carried "on" structure: Alternate City street ,  Year Built: 1972,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 4,106 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,072 (year 2038),  Features Intersected: YELLOW CREEK,  Facility Carried by Structure: CONCORD MALL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 25 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.0m (39.4ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 84.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 68.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20002,  Location: 00.10 S OF OLD US 20 (Lat: 41.683719,  Lng: -86.010864),  Route carried "on" structure: Alternate City street ,  Year Built: 1987,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 82 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 141 (year 2040),  Features Intersected: ST JOSEPH RIVER,  Facility Carried by Structure: QUAIL ISLAND 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: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2000202,  Location: 00.70 N SR 120 (Lat: 41.692200,  Lng: -85.975961),  Route carried "on" structure: City street ,  Year Built: 1927,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 14,437 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,866 (year 2039),  Features Intersected: ST JOSEPH RIVER,  Facility Carried by Structure: N MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200021,  Location: 00.30 N SR 120 (Lat: 41.706711,  Lng: -85.888503),  Route carried "on" structure: City street 17,  Year Built: 2011,  Status: Open,  Structure Length: 14.63m (48.00ft),  Average Daily Traffic: 30,480 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 52,499 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: ST JOSEPH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Owner: County Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 26.6m (87.3ft),  Out-to-Out Width: 32.8m (107.6ft)

Condition: Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2000213,  Location: 00.00 S BEARDSLEY AVE. (Lat: 41.693114,  Lng: -85.966117),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 11.83m (38.81ft),  Average Daily Traffic: 21,080 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 36,290 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: ST JOSEPH RIVER,  Facility Carried by Structure: JOHNSON STREET SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 60.9m (199.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 90.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 76.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior 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: 2000215,  Location: 00.42 N INDIANA AVE (Lat: 41.679881,  Lng: -85.965561),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 13,435 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 23,141 (year 2038),  Design Load: HL 93,  Features Intersected: NORFOLK SOUTHERN RR,  Facility Carried by Structure: PRAIRIE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.6m (143.0ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior 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: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2000216,  Location: 00.10 E CR 7 (Lat: 41.738858,  Lng: -85.986836),  Route carried "on" structure: Alternate City street 84,  Year Built: 2015,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 9,089 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,655 (year 2039),  Design Load: HL 93,  Features Intersected: CHRISTIANA CREEK,  Facility Carried by Structure: CR 4
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: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 64.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 2000217,  Location: 0.46 N OF CR 20 (Lat: 41.651611,  Lng: -85.848019),  Route carried "on" structure: Alternate County highway 17,  Year Built: 2006,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 102 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 176 (year 2039),  Design Load: HS 20,  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: INDIAN CR CROSSING
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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

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Structure Number: 5165,  Location: 03.39 N US 20 (Lat: 41.679481,  Lng: -86.003342),  Route carried "under" structure: ServiceCity street ,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2017),  Truck Traffic: 10%,  Features Intersected: Service Road,  Facility Carried by Structure: SR 19
Minimum Vertical Clearance: 3.48m (11.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.9m (101.4ft)

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Structure Number: 518,  Location: 09.15 N US 20 (Lat: 41.730989,  Lng: -85.973464),  Route carried "under" structure: Interstate 90,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 14,130 (year 2015),  Truck Traffic: 34%,  Features Intersected: Indiana Toll Road EB,  Facility Carried by Structure: SR 19 NB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 147.545,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 518,  Location: 09.15 N US 20 (Lat: 41.730989,  Lng: -85.973464),  Route carried "under" structure: Interstate 90,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 14,130 (year 2015),  Truck Traffic: 34%,  Features Intersected: Indiana Toll Road WB,  Facility Carried by Structure: SR 19 NB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 147.545,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 5181,  Location: 09.15 N US 20 (Lat: 41.730981,  Lng: -85.973594),  Route carried "under" structure: Interstate 90,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 14,130 (year 2015),  Truck Traffic: 34%,  Features Intersected: Indiana Toll Road EB,  Facility Carried by Structure: SR 19 SB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 147.529,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 5181,  Location: 09.15 N US 20 (Lat: 41.730981,  Lng: -85.973594),  Route carried "under" structure: Interstate 90,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 14,130 (year 2015),  Truck Traffic: 34%,  Features Intersected: Indiana Toll Road WB,  Facility Carried by Structure: SR 19 SB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 147.529,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 11,  Location: 02.54 N US 20 (Lat: 41.668939,  Lng: -86.003175),  Route carried "under" structure: State highway 19,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 15,175 (year 2020),  Truck Traffic: 14%,  Features Intersected: SR 19 SB,  Facility Carried by Structure: NS RR, SERVICE RD
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 25.814,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 11,  Location: 02.54 N US 20 (Lat: 41.668939,  Lng: -86.003175),  Route carried "under" structure: State highway 19,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 15,565 (year 2020),  Truck Traffic: 14%,  Features Intersected: SR 19 NB,  Facility Carried by Structure: NS RR, SERVICE RD
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 25.814,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 1101,  Location: 02.60 N US 20 (Lat: 41.669561,  Lng: -86.003189),  Route carried "under" structure: State highway 19,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 15,575 (year 2020),  Truck Traffic: 14%,  Features Intersected: SR 19 NB,  Facility Carried by Structure: NS RR
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 25.910,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.8m (38.7ft)

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Structure Number: 1101,  Location: 02.60 N US 20 (Lat: 41.669561,  Lng: -86.003189),  Route carried "under" structure: State highway 19,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 15,175 (year 2020),  Truck Traffic: 14%,  Features Intersected: SR 19 SB,  Facility Carried by Structure: NS RR
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 25.910,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.8m (38.7ft)

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Structure Number: 4791,  Location: 04.62 W SR 19 (Lat: 41.731239,  Lng: -86.062247),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 28,260 (year 2015),  Truck Traffic: 14%,  Features Intersected: I-90 EB,  Facility Carried by Structure: ASH ROAD/CO LN RD
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 140.109,  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: 4791,  Location: 04.62 W SR 19 (Lat: 41.731239,  Lng: -86.062247),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 28,260 (year 2015),  Truck Traffic: 14%,  Features Intersected: I-90 WB,  Facility Carried by Structure: ASH ROAD/CO LN RD
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 140.109,  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: 4792,  Location: 04.01 W SR 19 (Lat: 41.731381,  Lng: -86.050453),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 14,130 (year 2015),  Truck Traffic: 35%,  Features Intersected: I-90 WB,  Facility Carried by Structure: CR 10/BRUMMIT RD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 141.091,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.8m (71.5ft)

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Structure Number: 4792,  Location: 04.01 W SR 19 (Lat: 41.731381,  Lng: -86.050453),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 14,130 (year 2015),  Truck Traffic: 35%,  Features Intersected: I-90 EB,  Facility Carried by Structure: CR 10/BRUMMIT RD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 141.091,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.8m (71.5ft)

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Structure Number: 4793,  Location: 03.59 W SR 19 (Lat: 41.732861,  Lng: -86.042633),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 28,260 (year 2015),  Truck Traffic: 35%,  Features Intersected: I-90 WB,  Facility Carried by Structure: CR 1
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 141.767,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.6m (67.6ft)

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Structure Number: 4793,  Location: 03.59 W SR 19 (Lat: 41.732861,  Lng: -86.042633),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 28,260 (year 2015),  Truck Traffic: 35%,  Features Intersected: I-90 EB,  Facility Carried by Structure: CR 1
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 141.767,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.6m (67.6ft)

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Structure Number: 4794,  Location: 02.18 W SR 19 (Lat: 41.732181,  Lng: -86.015433),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 28,260 (year 2015),  Truck Traffic: 35%,  Features Intersected: I-90 EBL,  Facility Carried by Structure: CR 5
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 144.036,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 4794,  Location: 02.18 W SR 19 (Lat: 41.732181,  Lng: -86.015433),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 28,260 (year 2015),  Truck Traffic: 25%,  Features Intersected: I-90 WBL,  Facility Carried by Structure: CR 5
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 144.036,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 4795,  Location: 00.70 W SR 19 (Lat: 41.731339,  Lng: -85.986878),  Route carried "under" structure: County highway ,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 6,639 (year 2014),  Truck Traffic: 8%,  Features Intersected: CR 7,  Facility Carried by Structure: I-90 EB
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: Slab,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 4796,  Location: 00.70 W SR 19 (Lat: 41.731561,  Lng: -85.986892),  Route carried "under" structure: County highway ,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 6,639 (year 2014),  Truck Traffic: 8%,  Features Intersected: CR 7,  Facility Carried by Structure: I-90 WB
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 48,  Location: 00.26 E SR 19 (Lat: 41.730900,  Lng: -85.968408),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 13,305 (year 2015),  Truck Traffic: 37%,  Features Intersected: I-90 EB
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 147.963,  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: 21.9m (71.9ft)

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Structure Number: 48,  Location: 00.26 E SR 19 (Lat: 41.730900,  Lng: -85.968408),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 13,305 (year 2015),  Truck Traffic: 37%,  Features Intersected: I-90 WB
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 147.963,  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: 21.9m (71.9ft)

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Structure Number: 48,  Location: 00.26 E SR 19 (Lat: 41.730900,  Lng: -85.968408),  Route carried "under" structure: Ramp Other road 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 1,170 (year 2015),  Truck Traffic: 10%,  Features Intersected: SR 19 RAMP TO I-80 EBL
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 147.963,  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: 21.9m (71.9ft)

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Structure Number: 4801,  Location: 00.36 E SR 19 (Lat: 41.731011,  Lng: -85.966414),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 26,610 (year 2015),  Truck Traffic: 37%,  Features Intersected: I-90 EB,  Facility Carried by Structure: CR 9/JOHNSON RD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 148.124,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.5m (60.7ft)

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Structure Number: 4801,  Location: 00.36 E SR 19 (Lat: 41.731011,  Lng: -85.966414),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 26,610 (year 2015),  Truck Traffic: 37%,  Features Intersected: I-90 WB,  Facility Carried by Structure: CR 9/JOHNSON RD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 148.124,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.5m (60.7ft)

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Structure Number: 4801,  Location: 00.36 E SR 19 (Lat: 41.731011,  Lng: -85.966414),  Route carried "under" structure: Ramp Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 1,170 (year 2015),  Truck Traffic: 10%,  Features Intersected: I-90 WB RAMP TO SR 19,  Facility Carried by Structure: CR 9/JOHNSON RD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 148.124,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.5m (60.7ft)

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Structure Number: 4802,  Location: 01.37 E SR 19 (Lat: 41.730519,  Lng: -85.946914),  Route carried "under" structure: County highway 11,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 2,146 (year 2014),  Truck Traffic: 4%,  Features Intersected: CR 11,  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,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.1m (33.1ft)

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Structure Number: 4803,  Location: 01.37 E SR 19 (Lat: 41.730739,  Lng: -85.946900),  Route carried "under" structure: County highway 11,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 2,146 (year 2014),  Truck Traffic: 4%,  Features Intersected: CR 11,  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 continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.1m (33.1ft)

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Structure Number: 4804,  Location: 02.37 E SR 19 (Lat: 41.729811,  Lng: -85.927536),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 26,610 (year 2015),  Truck Traffic: 37%,  Features Intersected: I-90 EB,  Facility Carried by Structure: CR 13
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 151.359,  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: 4804,  Location: 02.37 E SR 19 (Lat: 41.729811,  Lng: -85.927536),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 26,610 (year 2015),  Truck Traffic: 37%,  Features Intersected: I-90 WB,  Facility Carried by Structure: CR 13
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 151.359,  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: 4805,  Location: 03.12 E SR 19 (Lat: 41.729239,  Lng: -85.913011),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 26,610 (year 2015),  Truck Traffic: 37%,  Features Intersected: I-90 EB,  Facility Carried by Structure: CR 113
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 152.566,  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: 4805,  Location: 03.12 E SR 19 (Lat: 41.729239,  Lng: -85.913011),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 26,610 (year 2015),  Truck Traffic: 37%,  Features Intersected: I-90 WB,  Facility Carried by Structure: CR 113
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 152.566,  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: 4806,  Location: 03.88 E SR 19 (Lat: 41.729419,  Lng: -85.898461),  Route carried "under" structure: County highway ,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 847 (year 2014),  Truck Traffic: 6%,  Features Intersected: CR 15,  Facility Carried by Structure: I-90 EB
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.1m (33.1ft)

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Structure Number: 4807,  Location: 03.88 E SR 19 (Lat: 41.729639,  Lng: -85.898467),  Route carried "under" structure: County highway 15,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 847 (year 2014),  Truck Traffic: 6%,  Features Intersected: CR 15,  Facility Carried by Structure: I-90 WB
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.1m (33.1ft)