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

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Structure Number: 2000011,  Location: 0.4 km E OF CR 11 (Lat: 41.716967,  Lng: -85.940314),  Route carried "on" structure: Alternate City street 232,  Year Built: 1965,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,436 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,800 (year 2028),  Design Load: HS 20,  Features Intersected: PUTERBAUGH CREEK,  Facility Carried by Structure: CO RD 106
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.9m (6.2ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006

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Structure Number: 2000012,  Location: 0.8 km W OF CR 13 (Lat: 41.711964,  Lng: -85.938358),  Route carried "on" structure: Alternate City street 230,  Year Built: 1961,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 813 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,100 (year 2028),  Design Load: HS 20,  Features Intersected: PUTERBAUGH CREEK,  Facility Carried by Structure: CO RD 8/MILLER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  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: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  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,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $5,000,  Total Project Cost: $6,000 ( Estimate for 2007),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2000014,  Location: 0.1 km E OF CR 7 (Lat: 41.724372,  Lng: -85.984956),  Route carried "on" structure: Alternate City street 82,  Year Built: 1965,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 13,386 (year 1998),  Truck Traffic: 12%,  Average Future Daily Traffic: 18,200 (year 2028),  Design Load: HS 20,  Features Intersected: CHRISTIANA CREEK,  Facility Carried by Structure: CO RD 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.9m (58.7ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.92m (6.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $38,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2000015,  Location: 0.1 km E OF CR 7 (Lat: 41.738847,  Lng: -85.986847),  Route carried "on" structure: Alternate City street 84,  Year Built: 1967,  Status: Posted for load,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 9,045 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,800 (year 2028),  Design Load: HS 20,  Features Intersected: CHRISTIANA CREEK,  Facility Carried by Structure: CO RD 4
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: 17.9m (58.7ft),  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: Serious,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 2.28m (7.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $346,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $519,000 ( Estimate for 2007),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2000016,  Location: 0.4 km W OF CR 1 (Lat: 41.709989,  Lng: -85.052158),  Route carried "on" structure: Alternate City street 226,  Year Built: 1978,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 703 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,000 (year 2028),  Design Load: HS 20,  Features Intersected: COBUS CREEK,  Facility Carried by Structure: CO RD 8
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 2 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Inventory Rating: 31.5 metric tons,  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: November 2006,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200002,  Location: 0.8 km N OF CR 24 (Lat: 41.640761,  Lng: -85.042075),  Route carried "on" structure: Alternate City street 7,  Year Built: 1977,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.74m (12.27ft),  Average Daily Traffic: 745 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,050 (year 2028),  Design Load: HS 20,  Features Intersected: BAUGO CREEK,  Facility Carried by Structure: CO RD 1
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: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.1m (39.7ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 41.4 metric tons,  Inventory Rating: 30.6 metric tons,  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  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: 2000023,  Location: 0.3 km S OF CR 22 (Lat: 41.632894,  Lng: -85.025156),  Route carried "on" structure: City street 113,  Year Built: 1964,  Status: Open,  Structure Length: 2.43m (7.97ft),  Average Daily Traffic: 1,440 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,155 (year 2028),  Design Load: HS 20,  Features Intersected: BAUGO CREEK,  Facility Carried by Structure: CO RD 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: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.1m (75.8ft),  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: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 39.6 metric tons,  Inventory Rating: 28.8 metric tons,  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 minimum criteria,  Length Of Structure Improvement: 2.43m (7.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $42,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $63,000 ( Estimate for 2007),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2000029,  Location: 0.3 km W OF US 33 (Lat: 41.637775,  Lng: -85.927150),  Route carried "on" structure: City street 1224,  Year Built: 1980,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 11,914 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,750 (year 2028),  Design Load: HS 20,  Features Intersected: YELLOW CREEK,  Facility Carried by Structure: CO RD 20
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.7m (41.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  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: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $74,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $111,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 2000031,  Location: 0.8 km W OF US 33 (Lat: 41.632531,  Lng: -85.924647),  Route carried "on" structure: City street 23,  Year Built: 1961,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 1,372 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,250 (year 2028),  Design Load: HS 20,  Features Intersected: YELLOW CREEK,  Facility Carried by Structure: CO RD 13
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: 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 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: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.6 metric tons,  Inventory Rating: 28.8 metric tons,  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: November 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2000032,  Location: 0.1 km W CR 113 (Lat: 41.623283,  Lng: -85.920567),  Route carried "on" structure: Alternate City street 56,  Year Built: 1958,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 5,507 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,525 (year 2028),  Design Load: HS 20,  Features Intersected: YELLOW CREEK,  Facility Carried by Structure: CO RD 26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  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: 2000033,  Location: 0 km INT. OF CR 13 - CR 1 (Lat: 41.659542,  Lng: -85.932997),  Route carried "on" structure: City street 66,  Year Built: 1970,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 6.67m (21.88ft),  Average Daily Traffic: 12,393 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 17,200 (year 2028),  Design Load: HS 20,  Features Intersected: ELKHART RIVER,  Facility Carried by Structure: CO RD 18
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.7m (71.2ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  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: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2000034,  Location: 0.3 km E OF CR 45 (Lat: 41.624542,  Lng: -85.892961),  Route carried "on" structure: City street 58,  Year Built: 1982,  Status: Open,  Structure Length: 6.18m (20.28ft),  Average Daily Traffic: 5,066 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,375 (year 2028),  Design Load: HS 20,  Features Intersected: ELKHART RIVER,  Facility Carried by Structure: OLD CO RD 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.5m (67.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  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: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2000035,  Location: 0.8 km N OF CR 26 (Lat: 41.631678,  Lng: -85.892419),  Route carried "on" structure: City street 143,  Year Built: 1961,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 5,066 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,675 (year 2028),  Design Load: HS 20,  Features Intersected: SAILOR DITCH,  Facility Carried by Structure: OLD CO RD 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.2m (36.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2000036,  Location: 0.4 km N OF SR 120 (Lat: 41.706706,  Lng: -85.888594),  Route carried "on" structure: City street 31,  Year Built: 1968,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 14.05m (46.10ft),  Average Daily Traffic: 30,199 (year 2003),  Truck Traffic: 10%,  Average Future Daily Traffic: 35,125 (year 2028),  Design Load: HS 20,  Features Intersected: ST JOSEPH RIVER,  Facility Carried by Structure: CO RD 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 22.5m (73.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 41.4 metric tons,  Inventory Rating: 30.6 metric tons,  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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2006,  Underwater Inspection Date: October 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 2000037,  Location: 0.8 km N OF CR 14 (Lat: 41.689872,  Lng: -85.888328),  Route carried "on" structure: City street 31,  Year Built: 1995,  Status: Open,  Structure Length: 2.25m (7.38ft),  Average Daily Traffic: 17,888 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,165 (year 2028),  Design Load: HS 20,  Features Intersected: PINE CREEK,  Facility Carried by Structure: CO RD 17
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  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: 2000038,  Location: 0.1 km S OF BECK DR (Lat: 41.691817,  Lng: -85.896356),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 150 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 210 (year 2028),  Design Load: HS 20,  Features Intersected: PINE CREEK,  Facility Carried by Structure: ROSKE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Inventory Rating: 26.1 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  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: 2000151,  Location: 0 km E OF RIVERSIDE DR. (Lat: 41.688678,  Lng: -85.982431),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 12.32m (40.42ft),  Average Daily Traffic: 7,853 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,175 (year 2028),  Design Load: HS 20,  Features Intersected: ST. JOSEPH RIVER,  Facility Carried by Structure: SHERMAN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 26.9m (88.3ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 12.31m (40.39ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2006,  Underwater Inspection Date: October 2006,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $225,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2000152,  Location: 0.6 km S OF SIMONTON ST (Lat: 41.695450,  Lng: -85.976408),  Route carried "on" structure: City street ,  Year Built: 1952,  Status: Open,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 6,074 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,185 (year 2028),  Design Load: HS 20,  Features Intersected: CHRISTIANA CREEK,  Facility Carried by Structure: NORTH MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $155,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $233,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2000153,  Location: 0 km E WATERFALL DR (Lat: 41.684500,  Lng: -85.961414),  Route carried "on" structure: City street ,  Year Built: 1966,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 4.99m (16.37ft),  Average Daily Traffic: 2,757 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,445 (year 2028),  Design Load: HS 20,  Features Intersected: ELKHART RIVER,  Facility Carried by Structure: DIVISON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.3m (79.7ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2000154,  Location: 0.1 km N WATERFALL DR (Lat: 41.686575,  Lng: -85.964003),  Route carried "on" structure: City street ,  Year Built: 1966,  Status: Open,  Structure Length: 8.04m (26.38ft),  Average Daily Traffic: 11,037 (year 2002),  Truck Traffic: 7%,  Average Future Daily Traffic: 18,645 (year 2028),  Design Load: HS 20,  Features Intersected: ELKHART RIVER,  Facility Carried by Structure: PRAIRIE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 35.1 metric tons,  Inventory Rating: 25.2 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.04m (26.38ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2006,  Underwater Inspection Date: October 2006,  Bridge Improvement Cost: $1,040,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $1,560,000 ( Estimate for 2007),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 2000155,  Location: 0.1 km E OF WILLOWDALE (Lat: 41.699294,  Lng: -85.981133),  Route carried "on" structure: Alternate City street ,  Year Built: 1977,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 1,220 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,465 (year 2028),  Design Load: HS 20,  Features Intersected: CHRISTIANA CREEK,  Facility Carried by Structure: SIMONTON STREET
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: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.7m (61.4ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 35.1 metric tons,  Inventory Rating: 25.2 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $120,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $180,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2000156,  Location: 1.2 km E OF S MAIN (Lat: 41.673994,  Lng: -85.945981),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 6.21m (20.37ft),  Average Daily Traffic: 9,581 (year 2002),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,425 (year 2028),  Design Load: HS 20,  Features Intersected: ELKHART RIVER,  Facility Carried by Structure: INDIANA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.8m (68.2ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  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: November 2006,  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: 0.4 km E RICHMOND DR (Lat: 41.681222,  Lng: -85.956836),  Route carried "on" structure: City street ,  Year Built: 1931,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.87m (15.98ft),  Average Daily Traffic: 8,092 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,170 (year 2028),  Design Load: HS 20,  Features Intersected: ELKHART RIVER,  Facility Carried by Structure: MIDDLEBURY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  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: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 41.4 metric tons,  Inventory Rating: 32.4 metric tons,  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: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2000159,  Location: 0 km INT. OF WATERFALL DR (Lat: 41.685103,  Lng: -85.969289),  Route carried "on" structure: City street ,  Year Built: 1928,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 3.68m (12.07ft),  Average Daily Traffic: 5,371 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,488 (year 2028),  Design Load: H 20,  Features Intersected: ELKHART RIVER,  Facility Carried by Structure: ELKHART AVENUE
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: 35.6m (116.8ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Other Special Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200016,  Location: 1.6 km S OF HIVELY (Lat: 41.648631,  Lng: -85.933781),  Route carried "on" structure: City street 319,  Year Built: 1936,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 1.73m (5.68ft),  Average Daily Traffic: 3,155 (year 2004),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,577 (year 2028),  Design Load: HS 20,  Features Intersected: YELLOW CREEK,  Facility Carried by Structure: CO RD 45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  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,  Length Of Structure Improvement: 1.73m (5.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $18,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2000162,  Location: 0.1 km W JOHNSON ST. (Lat: 41.693217,  Lng: -85.968153),  Route carried "on" structure: City street ,  Year Built: 1963,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 11,389 (year 2003),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,433 (year 2028),  Design Load: HS 20,  Features Intersected: CHRISTIANA CREEK,  Facility Carried by Structure: BEARDSLEY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  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,  Length Of Structure Improvement: 1.12m (3.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $14,000,  Total Project Cost: $15,000 ( Estimate for 2007),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2000163,  Location: 0 km BEARDSLEY - JOHNSON (Lat: 41.693094,  Lng: -85.966022),  Route carried "on" structure: City street ,  Year Built: 1918,  Year Reconstructed: 1981,  Status: Posted for load,  Structure Length: 11.88m (38.98ft),  Average Daily Traffic: 42,341 (year 1999),  Truck Traffic: 15%,  Average Future Daily Traffic: 56,657 (year 2028),  Features Intersected: ST. JOSEPH RIVER,  Facility Carried by Structure: JOHNSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.8m (97.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 26.1 metric tons,  Inventory Rating: 18.0 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 11.88m (38.98ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2006,  Critical Feature Inspection Date: May 2006,  Underwater Inspection Date: October 2006,  Bridge Improvement Cost: $6,000,000,  Roadway Improvement Cost: $1,000,000,  Total Project Cost: $8,000,000 ( Estimate for 2007),  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: 2000164,  Location: 1.2 km E OF US 33 (Lat: 41.659456,  Lng: -85.932436),  Route carried "on" structure: City street 66,  Year Built: 1958,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 8,239 (year 2003),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,375 (year 2028),  Design Load: HS 20,  Features Intersected: YELLOW CREEK,  Facility Carried by Structure: HIVELY AVENUE
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: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  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: November 2006,  Total Project Cost: $3,000 ( Estimate for 2007),  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: 0.1 km W FRANKLIN ST (Lat: 41.677017,  Lng: -85.990833),  Route carried "on" structure: City street ,  Year Built: 1939,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 7,313 (year 2002),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,463 (year 2028),  Features Intersected: ST. JOSEPH RIVER,  Facility Carried by Structure: BRIDGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.6m (116.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 29.7 metric tons,  Inventory Rating: 18.0 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.35m (27.40ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2006,  Underwater Inspection Date: October 2006,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $1,000,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2000166,  Location: 0 km S OF GREENLEAF (Lat: 41.697561,  Lng: -85.932731),  Route carried "on" structure: Alternate City street 783,  Year Built: 1950,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 188 (year 2002),  Truck Traffic: 1%,  Average Future Daily Traffic: 243 (year 2028),  Design Load: HS 20,  Features Intersected: SHORELANE CANAL,  Facility Carried by Structure: SHORELANE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  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: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  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: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2000177,  Location: 0.8 km S OF CR 4 (Lat: 41.730958,  Lng: -85.927561),  Route carried "on" structure: Alternate City street 125,  Year Built: 1958,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 3,219 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,275 (year 2028),  Design Load: HS 20,  Features Intersected: PUTERBAUGH CREEK,  Facility Carried by Structure: CO RD 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)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  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: October 2006

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Structure Number: 2000193,  Location: 0 km 20FT. E OF CR 1 (Lat: 41.635603,  Lng: -85.040700),  Route carried "on" structure: Alternate City street 184,  Year Built: 1978,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 844 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,000 (year 2028),  Design Load: HS 20,  Features Intersected: BRANCH OF BAUGO CREEK,  Facility Carried by Structure: CO RD 24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $20,000 ( Estimate for 2007)

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Structure Number: 2000195,  Location: 0 km BEARDSLEY - JOHNSON (Lat: 41.693122,  Lng: -85.965872),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 11.82m (38.78ft),  Average Daily Traffic: 42,341 (year 1999),  Truck Traffic: 12%,  Average Future Daily Traffic: 56,657 (year 2028),  Design Load: HS 20,  Features Intersected: ST. JOSEPH RIVER,  Facility Carried by Structure: JOHNSON STREET
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: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.8m (97.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2006,  Underwater Inspection Date: October 2006,  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: 1.0 km E SR 219 (Lat: 41.695400,  Lng: -85.036975),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 2.25m (7.38ft),  Average Daily Traffic: 12,883 (year 2003),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,000 (year 2028),  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: 14.1m (46.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  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: 2000197,  Location: 1.9 km E OF SR 19 (Lat: 41.684089,  Lng: -85.980997),  Route carried "on" structure: City street ,  Year Built: 1926,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 8.16m (26.77ft),  Average Daily Traffic: 12,372 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,115 (year 2028),  Design Load: H 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: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.6m (80.7ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2006,  Underwater Inspection Date: November 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2000198,  Location: 0.1 km E OF N MAIN (Lat: 41.687797,  Lng: -85.972083),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 17,124 (year 2002),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,245 (year 2028),  Design Load: HS 20,  Features Intersected: ELKHART RIVER,  Facility Carried by Structure: JACKSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 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: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  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: November 2006,  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: 0.1 km W OF US 33 (Lat: 41.641675,  Lng: -85.929267),  Route carried "on" structure: Alternate City street ,  Year Built: 1972,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 2.46m (8.07ft),  Average Daily Traffic: 9,083 (year 2002),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,800 (year 2028),  Design Load: HS 20,  Features Intersected: YELLOW CREEK,  Facility Carried by Structure: CONCORD MALL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20002,  Location: 0.1 km S OF OLD US 20 (Lat: 41.683731,  Lng: -86.010853),  Route carried "on" structure: Alternate City street ,  Year Built: 1987,  Status: Open,  Structure Length: 1.79m (5.87ft),  Average Daily Traffic: 306 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 396 (year 2028),  Design Load: HS 20,  Features Intersected: ST. JOSEPH RIVER,  Facility Carried by Structure: QUAIL ISLAND DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.5m (24.6ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 28.8 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2000201,  Location: 0.1 km N OF BEARDSLEY (Lat: 41.695225,  Lng: -85.971781),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 1.67m (5.48ft),  Average Daily Traffic: 11,071 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,775 (year 2028),  Design Load: HS 20,  Features Intersected: CHRISTIANA CREEK,  Facility Carried by Structure: CASSOPOLIS 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),  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: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  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: 2000202,  Location: 1.1 km N OF SR 120 (Lat: 41.692256,  Lng: -85.975981),  Route carried "on" structure: City street ,  Year Built: 1927,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 22,660 (year 2002),  Truck Traffic: 10%,  Average Future Daily Traffic: 29,322 (year 2028),  Features Intersected: ST. JOSEPH RIVER,  Facility Carried by Structure: N. MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  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: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  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: November 2006,  Underwater Inspection Date: November 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5165,  Location: 5.4 km N US 20 (Lat: 41.680000,  Lng: -86.000000),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 13.80m (45.28ft),  Average Daily Traffic: 118 (year 2004),  Truck Traffic: 12%,  Features Intersected: ST. JOSEPH RIVER & ROAD,  Facility Carried by Structure: SR 19
Minimum Vertical Clearance: 3.47m (11.38ft),  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: 14.7 km N US 20 (Lat: 41.731667,  Lng: -85.975000),  Route carried "under" structure: Interstate 90,  Year Built: 1991,  Structure Length: 7.49m (24.57ft),  Average Daily Traffic: 33,097 (year 2004),  Truck Traffic: 5%,  Features Intersected: I-90 (TOLL ROAD),  Facility Carried by Structure: SR 19 NBL
Minimum Vertical Clearance: 0.51m (1.67ft),  Kilometerpoint: 147.513,  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: 14.7 km N US 20 (Lat: 41.731667,  Lng: -85.975000),  Route carried "under" structure: Interstate 90,  Year Built: 1991,  Structure Length: 7.49m (24.57ft),  Average Daily Traffic: 33,097 (year 2004),  Truck Traffic: 5%,  Features Intersected: I-90 (TOLL ROAD),  Facility Carried by Structure: SR 19 SBL
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 147.497,  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: 4 km N US 20 (Lat: 41.670000,  Lng: -86.003333),  Route carried "under" structure: State highway 19,  Year Built: 1960,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 33,311 (year 2004),  Truck Traffic: 5%,  Features Intersected: SR 19,  Facility Carried by Structure: CONRAIL & SER. RD
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 25.808,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.1m (39.7ft)

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Structure Number: 1101,  Location: 4.1 km N US 20 (Lat: 41.670000,  Lng: -86.003333),  Route carried "under" structure: State highway 19,  Year Built: 1960,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 33,311 (year 2004),  Truck Traffic: 5%,  Features Intersected: SR 19,  Facility Carried by Structure: CONRAIL
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 25.904,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.8m (38.7ft)

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Structure Number: 4791,  Location: 7.4 km W SR 19 (Lat: 41.731667,  Lng: -86.063333),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 27,354 (year 2004),  Truck Traffic: 5%,  Features Intersected: I-90,  Facility Carried by Structure: ASH ROAD/CO LN RD
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 140.079,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.9m (65.3ft)

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Structure Number: 4792,  Location: 6.4 km W SR 19 (Lat: 41.731667,  Lng: -86.051667),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 9.38m (30.77ft),  Average Daily Traffic: 27,354 (year 2004),  Truck Traffic: 5%,  Features Intersected: I-90,  Facility Carried by Structure: CR 10 /BRUMMIT RD
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 141.061,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.7m (71.2ft)

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Structure Number: 4793,  Location: 5.7 km W SR 19 (Lat: 41.733333,  Lng: -86.043333),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 6.94m (22.77ft),  Average Daily Traffic: 27,354 (year 2004),  Truck Traffic: 5%,  Features Intersected: I-90,  Facility Carried by Structure: CR 1
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 141.736,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.5m (67.3ft)

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Structure Number: 4794,  Location: 3.5 km W SR 19 (Lat: 41.733333,  Lng: -86.016667),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 8.07m (26.48ft),  Average Daily Traffic: 29,961 (year 2004),  Truck Traffic: 5%,  Features Intersected: I-90,  Facility Carried by Structure: CR 5
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 144.005,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.6m (80.7ft)

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Structure Number: 4795,  Location: 1.1 km W SR 19 (Lat: 41.731667,  Lng: -85.988333),  Route carried "under" structure: County highway ,  Year Built: 1998,  Structure Length: 3.13m (10.27ft),  Average Daily Traffic: 8,017 (year 2004),  Truck Traffic: 5%,  Features Intersected: COUNTY ROAD 7,  Facility Carried by Structure: I-90 EBL
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.9m (45.6ft)

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Structure Number: 4796,  Location: 1.1 km W SR 19 (Lat: 41.731667,  Lng: -85.988333),  Route carried "under" structure: County highway ,  Year Built: 1998,  Structure Length: 3.13m (10.27ft),  Average Daily Traffic: 8,017 (year 2004),  Truck Traffic: 5%,  Features Intersected: COUNTY ROAD 7,  Facility Carried by Structure: I-90 WBL
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 13.9m (45.6ft)

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Structure Number: 48,  Location: 0.4 km E SR 19 (Lat: 41.731667,  Lng: -85.968333),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 29,747 (year 2004),  Truck Traffic: 5%,  Features Intersected: I-90
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 147.931,  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: 21.9m (71.9ft)

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Structure Number: 4801,  Location: 0.5 km E SR 19 (Lat: 41.731667,  Lng: -85.966667),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 29,747 (year 2004),  Truck Traffic: 5%,  Features Intersected: I-90 MAINLINE & RAMPS,  Facility Carried by Structure: CR 9 (JOHNSON RD)
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 148.092,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.5m (60.7ft)

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Structure Number: 4802,  Location: 2.2 km E SR 19 (Lat: 41.731667,  Lng: -85.948333),  Route carried "under" structure: County highway ,  Year Built: 1956,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 1,613 (year 2004),  Truck Traffic: 5%,  Features Intersected: COUNTY ROAD 11,  Facility Carried by Structure: I-90 EBL
Minimum Vertical Clearance: 4.26m (13.98ft),  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: 10.0m (32.8ft)