Bridge Statistics for Coldwater, Michigan (MI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1066,  Location: W LTS OF COLDWATER (Lat: 41.944703,  Lng: -85.030914),  Route carried "on" structure: US 12,  Year Built: 1939,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 2.34m (7.68ft),  Average Daily Traffic: 14,651 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,810 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: COLDWATER RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 26.203,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.4m (76.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.3m (50.2ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 85.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1072,  Location: IN COLDWATER (Lat: 41.932344,  Lng: -85.004747),  Route carried "on" structure: Business Interstate 69,  Year Built: 1929,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 6,063 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,016 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: SAUK RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.012,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 92,  Subroute: 2),  Owner: State 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: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 67.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1074,  Location: 0.8 MI S OF US-12 (Lat: 41.924358,  Lng: -84.973233),  Route carried "on" structure: Interstate 69,  Year Built: 1967,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 17,675 (year 2013),  Truck Traffic: 31%,  Average Future Daily Traffic: 19,252 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: SAUK RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 18.976,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 92,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1076,  Location: 0.8 MI S OF US-12 (Lat: 41.924433,  Lng: -84.972675),  Route carried "on" structure: Interstate 69,  Year Built: 1967,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 17,675 (year 2013),  Truck Traffic: 31%,  Average Future Daily Traffic: 19,525 (year 2033),  Design Load: HS 20+Mod,  Features Intersected: SAUK RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 18.993,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 92,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1077,  Location: 0.2 MI S OF US-12 (Lat: 41.932858,  Lng: -84.973283),  Route carried "on" structure: Interstate 69,  Year Built: 1967,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 10,583 (year 2007),  Truck Traffic: 35%,  Average Future Daily Traffic: 14,745 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: INDIANA NE RR, SAUK R RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 19.960,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 92,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 75.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.01m (19.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $986,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $202,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1078,  Location: 0.2 MI S OF US-12 (Lat: 41.932819,  Lng: -84.972822),  Route carried "on" structure: Interstate 69,  Year Built: 1967,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 10,583 (year 2007),  Truck Traffic: 35%,  Average Future Daily Traffic: 14,745 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: INDIANA NE RR, SAUK R RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 19.963,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 92,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 73.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.01m (19.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $307,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $75,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1082,  Location: 2.9 MI S OF US-12 (Lat: 41.898192,  Lng: -84.990561),  Route carried "on" structure: Business Interstate 69,  Year Built: 1967,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 2,300 (year 2008),  Truck Traffic: 12%,  Average Future Daily Traffic: 2,645 (year 2028),  Design Load: HS 20,  Features Intersected: I-69
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.222,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 92,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.59m (21.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $89,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $90,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1084,  Location: IN COLDWATER (Lat: 41.936192,  Lng: -84.973347),  Route carried "on" structure: Interstate 69,  Year Built: 1967,  Status: Open,  Structure Length: 4.55m (14.93ft),  Average Daily Traffic: 10,583 (year 2007),  Truck Traffic: 35%,  Average Future Daily Traffic: 14,258 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: US-12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.291,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 92,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.0m (75.5ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $206,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1087,  Location: IN COLDWATER (Lat: 41.936103,  Lng: -84.972775),  Route carried "on" structure: Interstate 69,  Year Built: 2002,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 10,583 (year 2007),  Truck Traffic: 35%,  Average Future Daily Traffic: 14,258 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: US-12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.290,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 92,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.5m (93.5ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 109,  Location: 6.7 MI N OF US-12 (Lat: 42.033167,  Lng: -84.977317),  Route carried "on" structure: Interstate 69,  Year Built: 1967,  Status: Open,  Structure Length: 2.92m (9.58ft),  Average Daily Traffic: 10,926 (year 2007),  Truck Traffic: 36%,  Average Future Daily Traffic: 13,711 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: HOG CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 31.113,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 92,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1092,  Location: 3.0 MI N OF US-12 (Lat: 41.980044,  Lng: -84.971675),  Route carried "on" structure: Interstate 69,  Year Built: 1967,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 20,204 (year 2007),  Truck Traffic: 35%,  Average Future Daily Traffic: 28,516 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: COLD CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 25.176,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 92,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1094,  Location: 1.4 MI N OF US-12 (Lat: 41.956208,  Lng: -84.973250),  Route carried "on" structure: County highway 1268,  Year Built: 1967,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 1,035 (year 2008),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,190 (year 2028),  Design Load: H 15,  Features Intersected: I-69,  Facility Carried by Structure: STATE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.426,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.59m (21.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $75,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $72,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1095,  Location: 2.4 MI N OF US-12 (Lat: 41.970814,  Lng: -84.972808),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 345 (year 2008),  Truck Traffic: 15%,  Average Future Daily Traffic: 397 (year 2028),  Design Load: H 15,  Features Intersected: I-69,  Facility Carried by Structure: NEWTON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.313,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.8m (22.3ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.59m (21.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $86,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1096,  Location: 3.4 MI N OF US-12 (Lat: 41.985572,  Lng: -84.971700),  Route carried "on" structure: County highway 1274,  Year Built: 1967,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 900 (year 1988),  Average Future Daily Traffic: 1,035 (year 2008),  Design Load: H 20,  Features Intersected: I-69,  Facility Carried by Structure: JONESVILLE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.022,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.1m (23.3ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 1097,  Location: 5.5 MI N OF US-12 (Lat: 42.014719,  Lng: -84.972842),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 60 (year 1988),  Average Future Daily Traffic: 69 (year 2008),  Design Load: H 15,  Features Intersected: I-69,  Facility Carried by Structure: DAYBURG ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.106,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $224,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 1098,  Location: 6.5 MI N OF US-12 (Lat: 42.029325,  Lng: -84.976800),  Route carried "on" structure: County highway 1284,  Year Built: 1967,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 430 (year 1988),  Average Future Daily Traffic: 495 (year 2008),  Design Load: H 15,  Features Intersected: I-69,  Facility Carried by Structure: GIRARD ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 19.506,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 112,  Location: GIRARD TWP SEC 14-23 (Lat: 42.029306,  Lng: -84.971281),  Route carried "on" structure: County highway 1284,  Year Built: 1966,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 550 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,050 (year 2024),  Design Load: H 20,  Features Intersected: SOUTH BR HOG CREEK,  Facility Carried by Structure: GIRARD ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 19.963,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 17.9m (58.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.7 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 113,  Location: GIRARD TWP SEC 29-30 (Lat: 42.009889,  Lng: -85.040111),  Route carried "on" structure: County highway 1253,  Year Built: 1957,  Status: Open,  Structure Length: 3.07m (10.07ft),  Average Daily Traffic: 851 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 899 (year 2024),  Design Load: H 20,  Features Intersected: COLDWATER RIVER,  Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.543,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 9.9m (32.5ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.08m (10.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $190,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $230,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1135,  Location: COLDWATER TWP SEC 3-4 (Lat: 41.976242,  Lng: -85.000753),  Route carried "on" structure: County highway 1265,  Year Built: 1930,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 5,588 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,900 (year 2024),  Design Load: H 15,  Features Intersected: COLD CREEK,  Facility Carried by Structure: NORTH MARSHALL RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.958,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1136,  Location: GIRARD TWP SEC 15-16 (Lat: 42.035831,  Lng: -85.001081),  Route carried "on" structure: County highway 1265,  Year Built: 1968,  Status: Posted for load,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 1,950 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,500 (year 2024),  Design Load: H 20,  Features Intersected: SOUTH BR HOG CREEK,  Facility Carried by Structure: NORTH MARSHALL RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.574,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Critical,  Channel: Satisfactory,  Operating Rating: 13.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 8.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of replacement,  Deck Geometry: Equal to present minimum criteria,  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: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $11,000,  Total Project Cost: $13,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 114,  Location: QUINCY TWP SEC 19 (Lat: 41.938639,  Lng: -84.931875),  Route carried "on" structure: County highway 1275,  Year Built: 1964,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 1,950 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,250 (year 2024),  Design Load: H 20,  Features Intersected: COUNTY DRAIN #22,  Facility Carried by Structure: FREMONT ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 20.042,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Wood or Timber,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1161,  Location: COLDWATER TWP SEC 25-26 (Lat: 41.924397,  Lng: -84.961381),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 500 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 650 (year 2024),  Design Load: H 20,  Features Intersected: SAUK RIVER,  Facility Carried by Structure: FISKE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.644,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Wood or Timber,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Poor,  Culverts: Fair,  Operating Rating: 21.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 21.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12808,  Location: COLDWATER TWP SEC 26 (Lat: 41.924528,  Lng: -84.971083),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 420 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 470 (year 2024),  Design Load: H 20,  Features Intersected: SAUK RIVER,  Facility Carried by Structure: WILLOW BROOK ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.321,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Wood or Timber,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 18.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 12.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12809,  Location: OVID TWP SEC 8-9 (Lat: 41.870231,  Lng: -85.019572),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 61 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 72 (year 2024),  Design Load: H 20,  Features Intersected: COLDWATER RIVER,  Facility Carried by Structure: FILLMORE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.520,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Wood or Timber,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 18.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 12.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1077,  Location: 0.2 MI S OF US-12 (Lat: 41.932858,  Lng: -84.973283),  Route carried "under" structure: Alternate City street ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 0000),  Features Intersected: INDIANA NE RR, SAUK R RD,  Facility Carried by Structure: I-69 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.765,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 1078,  Location: 0.2 MI S OF US-12 (Lat: 41.932819,  Lng: -84.972822),  Route carried "under" structure: Alternate City street ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 0000),  Features Intersected: INDIANA NE RR, SAUK R RD,  Facility Carried by Structure: I-69 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.803,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 1081,  Location: 7.6 MI N OF INDIANA STATE (Lat: 41.869250,  Lng: -84.990594),  Route carried "under" structure: Interstate 69,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 20,934 (year 2007),  Truck Traffic: 29%,  Features Intersected: I-69,  Facility Carried by Structure: CENTRAL ROAD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 12.399,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 1082,  Location: 2.9 MI S OF US-12 (Lat: 41.898192,  Lng: -84.990561),  Route carried "under" structure: Interstate 69,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 18,400 (year 2016),  Truck Traffic: 27%,  Features Intersected: I-69
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 15.613,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 1083,  Location: 1.8 MI S OF US-12 (Lat: 41.911978,  Lng: -84.982006),  Route carried "under" structure: Interstate 69,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 21,166 (year 2007),  Truck Traffic: 35%,  Features Intersected: I-69,  Facility Carried by Structure: DORRANCE ROAD
Minimum Vertical Clearance: 5.04m (16.54ft),  Kilometerpoint: 17.357,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 1084,  Location: IN COLDWATER (Lat: 41.936192,  Lng: -84.973347),  Route carried "under" structure: US 12,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 21,361 (year 2007),  Truck Traffic: 3%,  Features Intersected: US-12,  Facility Carried by Structure: I-69 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.087,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.0m (75.5ft)

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Structure Number: 1087,  Location: IN COLDWATER (Lat: 41.936103,  Lng: -84.972775),  Route carried "under" structure: US 12,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 21,361 (year 2007),  Truck Traffic: 4%,  Features Intersected: US-12,  Facility Carried by Structure: I-69 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.126,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 28.5m (93.5ft)

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Structure Number: 1094,  Location: 1.4 MI N OF US-12 (Lat: 41.956208,  Lng: -84.973250),  Route carried "under" structure: Interstate 69,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 18,400 (year 2016),  Truck Traffic: 27%,  Features Intersected: I-69,  Facility Carried by Structure: STATE ROAD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 22.520,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 1095,  Location: 2.4 MI N OF US-12 (Lat: 41.970814,  Lng: -84.972808),  Route carried "under" structure: Interstate 69,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 18,400 (year 2016),  Truck Traffic: 27%,  Features Intersected: I-69,  Facility Carried by Structure: NEWTON ROAD
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 24.146,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 1096,  Location: 3.4 MI N OF US-12 (Lat: 41.985572,  Lng: -84.971700),  Route carried "under" structure: Interstate 69,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 21,852 (year 2007),  Truck Traffic: 36%,  Features Intersected: I-69,  Facility Carried by Structure: JONESVILLE ROAD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 25.789,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 1097,  Location: 5.5 MI N OF US-12 (Lat: 42.014719,  Lng: -84.972842),  Route carried "under" structure: Interstate 69,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 21,852 (year 2007),  Truck Traffic: 36%,  Features Intersected: I-69,  Facility Carried by Structure: DAYBURG ROAD
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 29.035,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 1098,  Location: 6.5 MI N OF US-12 (Lat: 42.029325,  Lng: -84.976800),  Route carried "under" structure: Interstate 69,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 21,852 (year 2007),  Truck Traffic: 36%,  Features Intersected: I-69,  Facility Carried by Structure: GIRARD ROAD
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 30.698,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)