Bridge Statistics for Standish, Michigan (MI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 27Number of bridges
- 177ft / 54.3mTotal length
- $65,000Total costs
- 223,301Total average daily traffic
- 19,427Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Standish
- No street view available for this location
- New bridges - historical statistics
- 181960-1969
- 31980-1989
- 41990-1999
- 22000-2009
- Bridge Condition - Deck
- 7.7%Very good
- 53.8%Good
- 7.7%Satisfactory
- 30.8%Fair
- Bridge Condition - Superstructure
- 7.7%Very good
- 30.8%Good
- 38.5%Satisfactory
- 23.1%Fair
- Bridge Condition - Substructure
- 15.4%Very good
- 30.8%Good
- 46.2%Satisfactory
- 7.7%Poor
- Bridge Condition - Channel
- 6.3%Very good
- 43.8%Good
- 18.8%Satisfactory
- 18.8%Fair
- 12.5%Poor
- Bridge Condition - Culverts
- 42.9%Good
- 14.3%Satisfactory
- 42.9%Fair
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Structure Number: 38, Location: 1.0 MI W OF M-13 (Lat: 43.949539, Lng: -83.985572), Route carried "on" structure: US 23, Year Built: 1968, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 4,566 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 7,057 (year 2018), Design Load: HS 20, Features Intersected: N BRANCH PINE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.372, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 106, Subroute: 7), Owner: State Highway Agency, Approaching Roadway Width: 57.9m (190.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 85.3m (279.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 38, Location: 1.0 MI W OF M-13 (Lat: 43.949539, Lng: -83.985572), Route carried "on" structure: US 23, Year Built: 1968, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 4,566 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 7,057 (year 2018), Design Load: HS 20, Features Intersected: N BRANCH PINE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.372, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 106, Subroute: 7), Owner: State Highway Agency, Approaching Roadway Width: 57.9m (190.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Out-to-Out Width: 85.3m (279.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, 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: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 388, Location: 1.8 MI NE OF STANDISH (Lat: 44.001550, Lng: -83.937644), Route carried "on" structure: US 23, Year Built: 2001, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 9,170 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 11,537 (year 2018), Design Load: HS 25 or greater, Features Intersected: N BR PINE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.397, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 106, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: 59.6 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: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 388, Location: 1.8 MI NE OF STANDISH (Lat: 44.001550, Lng: -83.937644), Route carried "on" structure: US 23, Year Built: 2001, Status: Open, Structure Length: 1.17m (3.84ft), Average Daily Traffic: 9,170 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 11,537 (year 2018), Design Load: HS 25 or greater, Features Intersected: N BR PINE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.397, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 106, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 22.2m (72.8ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: 59.6 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: 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 391, Location: IN STANDISH (Lat: 43.987353, Lng: -83.959681), Route carried "on" structure: US 23, Year Built: 1994, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 14,971 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 16,429 (year 2018), Design Load: HS 25 or greater, Features Intersected: MIDDLE BR PINE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.004, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 106, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, 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: 68.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $41,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 391, Location: IN STANDISH (Lat: 43.987353, Lng: -83.959681), Route carried "on" structure: US 23, Year Built: 1994, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 14,971 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 16,429 (year 2018), Design Load: HS 25 or greater, Features Intersected: MIDDLE BR PINE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.004, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 106, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, 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: 68.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $41,000, 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: 407, Location: 5.5 MI SW OF STANDISH (Lat: 43.938819, Lng: -84.016650), Route carried "on" structure: Interstate 75, Year Built: 1968, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 13,735 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 14,273 (year 2018), Design Load: HS 20, Features Intersected: S BR PINE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.119, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 106, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.9m (58.7ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.7m (18.7ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 47.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 407, Location: 5.5 MI SW OF STANDISH (Lat: 43.938819, Lng: -84.016650), Route carried "on" structure: Interstate 75, Year Built: 1968, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 13,735 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 14,273 (year 2018), Design Load: HS 20, Features Intersected: S BR PINE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.119, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 106, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 17.9m (58.7ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.7m (18.7ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 47.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 408, Location: 5.5 MI SW OF STANDISH (Lat: 43.938658, Lng: -84.016244), Route carried "on" structure: Interstate 75, Year Built: 1968, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 13,735 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 14,273 (year 2018), Design Load: HS 20+Mod, Features Intersected: S BR PINE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.101, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 106, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.3 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 408, Location: 5.5 MI SW OF STANDISH (Lat: 43.938658, Lng: -84.016244), Route carried "on" structure: Interstate 75, Year Built: 1968, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 13,735 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 14,273 (year 2018), Design Load: HS 20+Mod, Features Intersected: S BR PINE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.101, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 106, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 18.6m (61.0ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.3 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 409, Location: 0.5 MI N OF WORTH RD (Lat: 43.932928, Lng: -84.017600), Route carried "on" structure: Interstate 75, Year Built: 1968, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 27,470 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 28,546 (year 2018), Design Load: HS 20+Mod, Features Intersected: LINCOLN DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.454, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 106, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 62.0m (203.4ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.4 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 409, Location: 0.5 MI N OF WORTH RD (Lat: 43.932928, Lng: -84.017600), Route carried "on" structure: Interstate 75, Year Built: 1968, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 27,470 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 28,546 (year 2018), Design Load: HS 20+Mod, Features Intersected: LINCOLN DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.454, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 106, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 62.0m (203.4ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.4 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 414, Location: 0.2 MI N OF M-61 (Lat: 43.986408, Lng: -84.017100), Route carried "on" structure: Interstate 75, Year Built: 1968, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 7,138 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 9,916 (year 2018), Design Load: HS 20+Mod, Features Intersected: MID BRANCH PINE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 8.427, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 106, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.7m (28.5ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 59.4m (194.9ft)
Condition: Channel: Poor, Culverts: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 414, Location: 0.2 MI N OF M-61 (Lat: 43.986408, Lng: -84.017100), Route carried "on" structure: Interstate 75, Year Built: 1968, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 7,138 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 9,916 (year 2018), Design Load: HS 20+Mod, Features Intersected: MID BRANCH PINE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 8.427, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 106, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.7m (28.5ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 59.4m (194.9ft)
Condition: Channel: Poor, Culverts: Good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 415, Location: 0.2 MI N OF M-61 (Lat: 43.986514, Lng: -84.016208), Route carried "on" structure: Interstate 75, Year Built: 1968, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 7,138 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 9,916 (year 2018), Design Load: HS 20+Mod, Features Intersected: MID BRANCH PINE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 8.440, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 106, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.7m (28.5ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 37.5m (123.0ft)
Condition: Channel: Poor, Culverts: Good, 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: 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: May 2020
Structure Number: 415, Location: 0.2 MI N OF M-61 (Lat: 43.986514, Lng: -84.016208), Route carried "on" structure: Interstate 75, Year Built: 1968, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 7,138 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 9,916 (year 2018), Design Load: HS 20+Mod, Features Intersected: MID BRANCH PINE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 8.440, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 106, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.7m (28.5ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 37.5m (123.0ft)
Condition: Channel: Poor, Culverts: Good, 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: 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: May 2020
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Structure Number: 42, Location: 6.5 MI SW OF STANDISH (Lat: 43.925403, Lng: -84.019417), Route carried "on" structure: County highway 608, Year Built: 1968, Status: Open, Structure Length: 6.56m (21.52ft), Average Daily Traffic: 250 (year 1984), Average Future Daily Traffic: 280 (year 2004), Design Load: H 15, Features Intersected: I-75, Facility Carried by Structure: WORTH ROAD
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 2.049, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.8m (107.6ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 42, Location: 6.5 MI SW OF STANDISH (Lat: 43.925403, Lng: -84.019417), Route carried "on" structure: County highway 608, Year Built: 1968, Status: Open, Structure Length: 6.56m (21.52ft), Average Daily Traffic: 250 (year 1984), Average Future Daily Traffic: 280 (year 2004), Design Load: H 15, Features Intersected: I-75, Facility Carried by Structure: WORTH ROAD
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 2.049, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.8m (107.6ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 421, Location: 5.0 MI SW OF STANDISH (Lat: 43.948936, Lng: -84.014011), Route carried "on" structure: US 23, Year Built: 1968, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 4,566 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 7,057 (year 2018), Design Load: HS 20, Features Intersected: I-75
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.061, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 106, Subroute: 8), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 63.2 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 421, Location: 5.0 MI SW OF STANDISH (Lat: 43.948936, Lng: -84.014011), Route carried "on" structure: US 23, Year Built: 1968, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 4,566 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 7,057 (year 2018), Design Load: HS 20, Features Intersected: I-75
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.061, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 106, Subroute: 8), Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 63.2 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 423, Location: 4.0 MI W OF STANDISH (Lat: 43.983142, Lng: -84.016244), Route carried "on" structure: Interstate 75, Year Built: 1968, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 8,140 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 9,916 (year 2018), Design Load: HS 20+Mod, Features Intersected: M-61
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 8.066, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 106, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 68.0 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: Somewhat better than minimum adequacy, Deck Geometry: Better than 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 423, Location: 4.0 MI W OF STANDISH (Lat: 43.983142, Lng: -84.016244), Route carried "on" structure: Interstate 75, Year Built: 1968, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 8,140 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 9,916 (year 2018), Design Load: HS 20+Mod, Features Intersected: M-61
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 8.066, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 106, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 68.0 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: Somewhat better than minimum adequacy, Deck Geometry: Better than 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 428, Location: 5.0 MI SW OF STANDISH (Lat: 43.948314, Lng: -84.014047), Route carried "on" structure: Ramp US 23, Year Built: 1968, Status: Open, Structure Length: 10.63m (34.88ft), Average Daily Traffic: 2,283 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 3,528 (year 2018), Design Load: HS 20, Features Intersected: I-75
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.060, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 88.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 52.8 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 428, Location: 5.0 MI SW OF STANDISH (Lat: 43.948314, Lng: -84.014047), Route carried "on" structure: Ramp US 23, Year Built: 1968, Status: Open, Structure Length: 10.63m (34.88ft), Average Daily Traffic: 2,283 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 3,528 (year 2018), Design Load: HS 20, Features Intersected: I-75
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 0.060, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 88.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 52.8 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 429, Location: 0.2 MI N OF WORTH RD (Lat: 43.928139, Lng: -83.911153), Route carried "on" structure: County highway , Year Built: 1997, Status: Posted for load, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 718 (year 1998), Average Future Daily Traffic: 370 (year 1977), Design Load: HS 20+Mod, Features Intersected: SAGANING CREEK, Facility Carried by Structure: STURMAN RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.314, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $6,000, Total Project Cost: $65,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 429, Location: 0.2 MI N OF WORTH RD (Lat: 43.928139, Lng: -83.911153), Route carried "on" structure: County highway , Year Built: 1997, Status: Posted for load, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 718 (year 1998), Average Future Daily Traffic: 370 (year 1977), Design Load: HS 20+Mod, Features Intersected: SAGANING CREEK, Facility Carried by Structure: STURMAN RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.314, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $6,000, Total Project Cost: $65,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 43, Location: 5 MILES SW OF STANDISH (Lat: 43.925211, Lng: -83.986311), Route carried "on" structure: County highway 608, Year Built: 2004, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 698 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 800 (year 2038), Design Load: HS 20+Mod, Features Intersected: SAGANING CREEK, Facility Carried by Structure: WORTH ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.707, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 43, Location: 5 MILES SW OF STANDISH (Lat: 43.925211, Lng: -83.986311), Route carried "on" structure: County highway 608, Year Built: 2004, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 698 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 800 (year 2038), Design Load: HS 20+Mod, Features Intersected: SAGANING CREEK, Facility Carried by Structure: WORTH ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.707, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 432, Location: 3.0 MILES E OF STANDISH (Lat: 43.982964, Lng: -83.893503), Route carried "on" structure: County highway 630, Year Built: 1981, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 2,650 (year 1998), Average Future Daily Traffic: 1,300 (year 1977), Design Load: HS 20+Mod, Features Intersected: SOUTH BRANCH PINE RIVER, Facility Carried by Structure: PINE RIVER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 12.186, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.6 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: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 432, Location: 3.0 MILES E OF STANDISH (Lat: 43.982964, Lng: -83.893503), Route carried "on" structure: County highway 630, Year Built: 1981, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 2,650 (year 1998), Average Future Daily Traffic: 1,300 (year 1977), Design Load: HS 20+Mod, Features Intersected: SOUTH BRANCH PINE RIVER, Facility Carried by Structure: PINE RIVER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 12.186, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.6 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: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 44, Location: 5 MILES SOUTH OF STERLING (Lat: 43.948911, Lng: -84.026583), Route carried "on" structure: County highway 621, Year Built: 1988, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 1,001 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,400 (year 2039), Design Load: HS 20+Mod, Features Intersected: SOUTH BR.PINE RIVER, Facility Carried by Structure: LINCOLN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.212, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 44, Location: 5 MILES SOUTH OF STERLING (Lat: 43.948911, Lng: -84.026583), Route carried "on" structure: County highway 621, Year Built: 1988, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 1,001 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,400 (year 2039), Design Load: HS 20+Mod, Features Intersected: SOUTH BR.PINE RIVER, Facility Carried by Structure: LINCOLN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.212, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 441, Location: 0.5 MI WEST OF SAGANING (Lat: 43.932806, Lng: -83.922544), Route carried "on" structure: County highway 645, Year Built: 1961, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 1,637 (year 1998), Average Future Daily Traffic: 810 (year 1977), Design Load: HS 20+Mod, Features Intersected: SAGANING CREEK, Facility Carried by Structure: ARENAC STATE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.710, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 16.7m (54.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.4 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 441, Location: 0.5 MI WEST OF SAGANING (Lat: 43.932806, Lng: -83.922544), Route carried "on" structure: County highway 645, Year Built: 1961, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 1,637 (year 1998), Average Future Daily Traffic: 810 (year 1977), Design Load: HS 20+Mod, Features Intersected: SAGANING CREEK, Facility Carried by Structure: ARENAC STATE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.710, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 16.7m (54.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.4 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 463, Location: 0.2 MI N OF M-61 (Lat: 43.985203, Lng: -83.986847), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 273 (year 2018), Average Future Daily Traffic: 400 (year 2038), Design Load: HS 20, Features Intersected: MIDDLE BR OF PINE RIVER, Facility Carried by Structure: DEEP RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.869, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 10.9m (35.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 463, Location: 0.2 MI N OF M-61 (Lat: 43.985203, Lng: -83.986847), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 273 (year 2018), Average Future Daily Traffic: 400 (year 2038), Design Load: HS 20, Features Intersected: MIDDLE BR OF PINE RIVER, Facility Carried by Structure: DEEP RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.869, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), 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: 10.9m (35.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 47, Location: 0.6 MI N OF WORTH RD (Lat: 43.934383, Lng: -83.936769), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 104 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 180 (year 2017), Design Load: HS 20, Features Intersected: SAGANING CREEK, Facility Carried by Structure: NORTH ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.062, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Very good, Operating Rating: 88.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 53.1 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 47, Location: 0.6 MI N OF WORTH RD (Lat: 43.934383, Lng: -83.936769), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 104 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 180 (year 2017), Design Load: HS 20, Features Intersected: SAGANING CREEK, Facility Carried by Structure: NORTH ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.062, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Very good, Channel: Very good, Operating Rating: 88.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 53.1 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 471, Location: AT FOCO RD (Lat: 43.968267, Lng: -83.928047), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 73 (year 2018), Average Future Daily Traffic: 100 (year 2038), Design Load: HS 20+Mod, Features Intersected: S BRANCH PINE RIVER, Facility Carried by Structure: PALMER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.494, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.0 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: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 471, Location: AT FOCO RD (Lat: 43.968267, Lng: -83.928047), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 73 (year 2018), Average Future Daily Traffic: 100 (year 2038), Design Load: HS 20+Mod, Features Intersected: S BRANCH PINE RIVER, Facility Carried by Structure: PALMER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.494, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.0 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: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 381, Location: 0.3 MI E OF JCT I-75 (Lat: 43.949833, Lng: -84.006522), Route carried "under" structure: US 23, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 4,566 (year 2007), Truck Traffic: 8%, Features Intersected: US-23, Facility Carried by Structure: MELITA ROAD
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.689, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft)
Structure Number: 381, Location: 0.3 MI E OF JCT I-75 (Lat: 43.949833, Lng: -84.006522), Route carried "under" structure: US 23, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 4,566 (year 2007), Truck Traffic: 8%, Features Intersected: US-23, Facility Carried by Structure: MELITA ROAD
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 0.689, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.0m (68.9ft)
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Structure Number: 382, Location: 2.0 MI SW OF STANDISH (Lat: 43.950522, Lng: -83.966639), Route carried "under" structure: State highway 13, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 7,706 (year 2007), Truck Traffic: 6%, Features Intersected: M-13, Facility Carried by Structure: US-23 EB CONN
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 4.426, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.3m (53.5ft)
Structure Number: 382, Location: 2.0 MI SW OF STANDISH (Lat: 43.950522, Lng: -83.966639), Route carried "under" structure: State highway 13, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 7,706 (year 2007), Truck Traffic: 6%, Features Intersected: M-13, Facility Carried by Structure: US-23 EB CONN
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 4.426, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.3m (53.5ft)
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Structure Number: 42, Location: 6.5 MI SW OF STANDISH (Lat: 43.925403, Lng: -84.019417), Route carried "under" structure: Interstate 75, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 27,470 (year 2007), Truck Traffic: 9%, Features Intersected: I-75, Facility Carried by Structure: WORTH ROAD
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 1.606, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.8m (107.6ft)
Structure Number: 42, Location: 6.5 MI SW OF STANDISH (Lat: 43.925403, Lng: -84.019417), Route carried "under" structure: Interstate 75, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 27,470 (year 2007), Truck Traffic: 9%, Features Intersected: I-75, Facility Carried by Structure: WORTH ROAD
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 1.606, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.8m (107.6ft)
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Structure Number: 421, Location: 5.0 MI SW OF STANDISH (Lat: 43.948936, Lng: -84.014011), Route carried "under" structure: Interstate 75, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 27,470 (year 2007), Truck Traffic: 10%, Features Intersected: I-75, Facility Carried by Structure: US-23
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 4.257, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 421, Location: 5.0 MI SW OF STANDISH (Lat: 43.948936, Lng: -84.014011), Route carried "under" structure: Interstate 75, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 27,470 (year 2007), Truck Traffic: 10%, Features Intersected: I-75, Facility Carried by Structure: US-23
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 4.257, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
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Structure Number: 422, Location: 4.0 MI W OF STANDISH (Lat: 43.983142, Lng: -84.016983), Route carried "under" structure: State highway 61, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 4,061 (year 2007), Truck Traffic: 6%, Features Intersected: M-61, Facility Carried by Structure: I-75 SB
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 2.281, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft)
Structure Number: 422, Location: 4.0 MI W OF STANDISH (Lat: 43.983142, Lng: -84.016983), Route carried "under" structure: State highway 61, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 4,061 (year 2007), Truck Traffic: 6%, Features Intersected: M-61, Facility Carried by Structure: I-75 SB
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 2.281, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft)
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Structure Number: 423, Location: 4.0 MI W OF STANDISH (Lat: 43.983142, Lng: -84.016244), Route carried "under" structure: State highway 61, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 4,242 (year 2007), Truck Traffic: 7%, Features Intersected: M-61, Facility Carried by Structure: I-75 NB
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 2.340, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft)
Structure Number: 423, Location: 4.0 MI W OF STANDISH (Lat: 43.983142, Lng: -84.016244), Route carried "under" structure: State highway 61, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 4,242 (year 2007), Truck Traffic: 7%, Features Intersected: M-61, Facility Carried by Structure: I-75 NB
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 2.340, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.9m (48.9ft)
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Structure Number: 428, Location: 5.0 MI SW OF STANDISH (Lat: 43.948314, Lng: -84.014047), Route carried "under" structure: Interstate 75, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 27,470 (year 2007), Truck Traffic: 9%, Features Intersected: I-75
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 4.189, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 428, Location: 5.0 MI SW OF STANDISH (Lat: 43.948314, Lng: -84.014047), Route carried "under" structure: Interstate 75, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 27,470 (year 2007), Truck Traffic: 9%, Features Intersected: I-75
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 4.189, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)