Bridge Statistics for Sanford, Michigan (MI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 305ft / 92.9mTotal length
- $1,195,000Total costs
- 98,736Total average daily traffic
- 5,690Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Sanford
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11930-1939
- 11940-1949
- 41960-1969
- 62000-2009
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 6.7%Very good
- 60.0%Good
- 13.3%Satisfactory
- 13.3%Fair
- 6.7%Serious
- Bridge Condition - Superstructure
- 13.3%Very good
- 60.0%Good
- 6.7%Satisfactory
- 20.0%Fair
- Bridge Condition - Substructure
- 13.3%Very good
- 40.0%Good
- 33.3%Satisfactory
- 6.7%Fair
- 6.7%Poor
- Bridge Condition - Channel
- 14.3%Very good
- 7.1%Good
- 35.7%Satisfactory
- 21.4%Fair
- 21.4%Poor
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Structure Number: 2104, Location: 2.5 MI N OF MENOMINEE COL (Lat: 45.578533, Lng: -87.245836), Route carried "on" structure: State highway 35, Year Built: 1948, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 3,418 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 5,239 (year 2018), Design Load: HS 20, Features Intersected: BARK RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.666, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 134, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.8 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $3,000, Total Project Cost: $35,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2104, Location: 2.5 MI N OF MENOMINEE COL (Lat: 45.578533, Lng: -87.245836), Route carried "on" structure: State highway 35, Year Built: 1948, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 3,418 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 5,239 (year 2018), Design Load: HS 20, Features Intersected: BARK RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.666, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 134, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.8 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $30,000, Roadway Improvement Cost: $3,000, Total Project Cost: $35,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6901, Location: 2.8 MI SE OF M-18 (Lat: 43.703914, Lng: -84.443181), Route carried "on" structure: US 10, Year Built: 1962, Year Reconstructed: 2013, Status: Open, Structure Length: 4.22m (13.85ft), Average Daily Traffic: 4,500 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 5,400 (year 2031), Design Load: HS 20+Mod, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 15.653, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 88, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.1m (49.5ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 77.8 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 6901, Location: 2.8 MI SE OF M-18 (Lat: 43.703914, Lng: -84.443181), Route carried "on" structure: US 10, Year Built: 1962, Year Reconstructed: 2013, Status: Open, Structure Length: 4.22m (13.85ft), Average Daily Traffic: 4,500 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 5,400 (year 2031), Design Load: HS 20+Mod, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 15.653, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 88, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.1m (49.5ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 77.8 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 6903, Location: 0.2 MI NW OF M-30 (Lat: 43.684042, Lng: -84.371775), Route carried "on" structure: US 10, Year Built: 2008, Status: Open, Structure Length: 10.87m (35.66ft), Average Daily Traffic: 7,893 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 12,350 (year 2028), Design Load: HL 93, Features Intersected: SANFORD LAKE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 21.902, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 88, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.2m (125.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 79.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6903, Location: 0.2 MI NW OF M-30 (Lat: 43.684042, Lng: -84.371775), Route carried "on" structure: US 10, Year Built: 2008, Status: Open, Structure Length: 10.87m (35.66ft), Average Daily Traffic: 7,893 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 12,350 (year 2028), Design Load: HL 93, Features Intersected: SANFORD LAKE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 21.902, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 88, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.2m (125.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 79.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: July 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: 6904, Location: 0.2 MI NW OF M-30 (Lat: 43.684233, Lng: -84.371775), Route carried "on" structure: US 10, Year Built: 2008, Status: Open, Structure Length: 10.87m (35.66ft), Average Daily Traffic: 7,893 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 12,350 (year 2028), Design Load: HL 93, Features Intersected: SANFORD LAKE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 21.825, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 88, Subroute: 7), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.2m (125.3ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6904, Location: 0.2 MI NW OF M-30 (Lat: 43.684233, Lng: -84.371775), Route carried "on" structure: US 10, Year Built: 2008, Status: Open, Structure Length: 10.87m (35.66ft), Average Daily Traffic: 7,893 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 12,350 (year 2028), Design Load: HL 93, Features Intersected: SANFORD LAKE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 21.825, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 88, Subroute: 7), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.2m (125.3ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater Inspection Date: July 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: 6912, Location: @ M-30 (Lat: 43.684183, Lng: -84.367789), Route carried "on" structure: State highway 30, Year Built: 1961, Status: Temporarily open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 6,769 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 8,728 (year 2018), Design Load: HS 20+Mod, Features Intersected: US-10
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.386, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 356, Subroute: 69), Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.3m (66.6ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Serious, Superstructure: Satisfactory, Substructure: Poor, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $71,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 6912, Location: @ M-30 (Lat: 43.684183, Lng: -84.367789), Route carried "on" structure: State highway 30, Year Built: 1961, Status: Temporarily open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 6,769 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 8,728 (year 2018), Design Load: HS 20+Mod, Features Intersected: US-10
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.386, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 356, Subroute: 69), Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.3m (66.6ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Serious, Superstructure: Satisfactory, Substructure: Poor, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $71,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 6937, Location: .2 MI NW OF WEST RIVER RD (Lat: 43.678119, Lng: -84.394456), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 6,297 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 11,373 (year 2039), Design Load: HS 20, Features Intersected: BIG SALT RIVER, Facility Carried by Structure: N SAGINAW ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 19.683, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.0m (65.6ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 63.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6937, Location: .2 MI NW OF WEST RIVER RD (Lat: 43.678119, Lng: -84.394456), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 6,297 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 11,373 (year 2039), Design Load: HS 20, Features Intersected: BIG SALT RIVER, Facility Carried by Structure: N SAGINAW ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 19.683, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.0m (65.6ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 63.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6953, Location: 0.8 MI S OF WACKERLY RD (Lat: 43.642250, Lng: -84.368847), Route carried "on" structure: State highway 30, Year Built: 2006, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 4,200 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2026), Design Load: HS 25 or greater, Features Intersected: CARROLL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.572, Lanes on structure: 2, Owner: State 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: 14.0m (45.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Inventory Rating: 63.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6953, Location: 0.8 MI S OF WACKERLY RD (Lat: 43.642250, Lng: -84.368847), Route carried "on" structure: State highway 30, Year Built: 2006, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 4,200 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2026), Design Load: HS 25 or greater, Features Intersected: CARROLL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.572, Lanes on structure: 2, Owner: State 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: 14.0m (45.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Inventory Rating: 63.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6954, Location: 0.1 MI S OF SAGINAW ROAD (Lat: 43.673978, Lng: -84.389211), Route carried "on" structure: County highway 5651, Year Built: 1927, Status: Posted for load, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 4,490 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 6,672 (year 2019), Design Load: HS 20+Mod, Features Intersected: BIG SALT RIVER, Facility Carried by Structure: 7 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.695, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $481,000, Roadway Improvement Cost: $48,000, Total Project Cost: $529,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6954, Location: 0.1 MI S OF SAGINAW ROAD (Lat: 43.673978, Lng: -84.389211), Route carried "on" structure: County highway 5651, Year Built: 1927, Status: Posted for load, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 4,490 (year 1999), Truck Traffic: 10%, Average Future Daily Traffic: 6,672 (year 2019), Design Load: HS 20+Mod, Features Intersected: BIG SALT RIVER, Facility Carried by Structure: 7 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.695, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.72m (12.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $481,000, Roadway Improvement Cost: $48,000, Total Project Cost: $529,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6994, Location: 100 FT W OF W RIVER ROAD (Lat: 43.680092, Lng: -84.393936), Route carried "on" structure: County highway , Year Built: 1927, Status: Posted for load, Structure Length: 2.89m (9.48ft), Average Daily Traffic: 182 (year 1999), Truck Traffic: 5%, Average Future Daily Traffic: 271 (year 2019), Design Load: HS 20+Mod, Features Intersected: BIG SALT RIVER, Facility Carried by Structure: IRISH STREET
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.389, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $573,000, Roadway Improvement Cost: $57,000, Total Project Cost: $631,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6994, Location: 100 FT W OF W RIVER ROAD (Lat: 43.680092, Lng: -84.393936), Route carried "on" structure: County highway , Year Built: 1927, Status: Posted for load, Structure Length: 2.89m (9.48ft), Average Daily Traffic: 182 (year 1999), Truck Traffic: 5%, Average Future Daily Traffic: 271 (year 2019), Design Load: HS 20+Mod, Features Intersected: BIG SALT RIVER, Facility Carried by Structure: IRISH STREET
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.389, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $573,000, Roadway Improvement Cost: $57,000, Total Project Cost: $631,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7022, Location: IN SANFORD (Lat: 43.674967, Lng: -84.387353), Route carried "on" structure: County highway 5652, Year Built: 1932, Year Reconstructed: 1988, Status: Open, Structure Length: 6.12m (20.08ft), Average Daily Traffic: 7,544 (year 2017), Average Future Daily Traffic: 11,210 (year 2037), Design Load: HS 20+Mod, Features Intersected: TITTABAWASEE RIVER, Facility Carried by Structure: SAGINAW ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 20.336, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.1 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: 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7022, Location: IN SANFORD (Lat: 43.674967, Lng: -84.387353), Route carried "on" structure: County highway 5652, Year Built: 1932, Year Reconstructed: 1988, Status: Open, Structure Length: 6.12m (20.08ft), Average Daily Traffic: 7,544 (year 2017), Average Future Daily Traffic: 11,210 (year 2037), Design Load: HS 20+Mod, Features Intersected: TITTABAWASEE RIVER, Facility Carried by Structure: SAGINAW ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 20.336, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.1 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: 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: October 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: 12729, Location: 1.4 KM SOUTH OF WACKERLY (Lat: 43.642300, Lng: -84.388789), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 50 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 90 (year 2027), Design Load: HL 93, Features Intersected: CARROLL CREEK, Facility Carried by Structure: 7 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.132, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 69.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12729, Location: 1.4 KM SOUTH OF WACKERLY (Lat: 43.642300, Lng: -84.388789), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 50 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 90 (year 2027), Design Load: HL 93, Features Intersected: CARROLL CREEK, Facility Carried by Structure: 7 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.132, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 69.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1341, Location: 0.2 MI S OF SAGINAW RD (Lat: 43.664717, Lng: -84.368517), Route carried "on" structure: State highway 30, Year Built: 2007, Status: Open, Structure Length: 35.66m (116.99ft), Average Daily Traffic: 4,200 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2026), Design Load: HS 25 or greater, Features Intersected: TITTABAWASSEE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 22.113, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 88, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 69.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater 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: 1341, Location: 0.2 MI S OF SAGINAW RD (Lat: 43.664717, Lng: -84.368517), Route carried "on" structure: State highway 30, Year Built: 2007, Status: Open, Structure Length: 35.66m (116.99ft), Average Daily Traffic: 4,200 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2026), Design Load: HS 25 or greater, Features Intersected: TITTABAWASSEE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 22.113, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 88, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 69.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2020, Underwater 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: 13762, Location: 0.1 MI S OF SAGINAW RD (Lat: 43.665778, Lng: -84.368594), Route carried "on" structure: State highway 30, Year Built: 2008, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 4,200 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 6,000 (year 2026), Design Load: HS 25 or greater, Features Intersected: PERE MARQ RAIL TRAIL
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 22.184, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 88, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Culverts: Very good, Operating Rating: 83.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 50.2 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 13762, Location: 0.1 MI S OF SAGINAW RD (Lat: 43.665778, Lng: -84.368594), Route carried "on" structure: State highway 30, Year Built: 2008, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 4,200 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 6,000 (year 2026), Design Load: HS 25 or greater, Features Intersected: PERE MARQ RAIL TRAIL
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 22.184, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 88, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Culverts: Very good, Operating Rating: 83.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 50.2 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 13935, Location: LEE TWP SEC 3/4 (Lat: 43.635000, Lng: -84.428778), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 500 (year 2014), Average Future Daily Traffic: 575 (year 2034), Design Load: HS 20, Features Intersected: S BR CARROLL CREEK, Facility Carried by Structure: 9 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.343, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 70.0 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: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: November 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13935, Location: LEE TWP SEC 3/4 (Lat: 43.635000, Lng: -84.428778), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 500 (year 2014), Average Future Daily Traffic: 575 (year 2034), Design Load: HS 20, Features Intersected: S BR CARROLL CREEK, Facility Carried by Structure: 9 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.343, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 70.0 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: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: November 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13936, Location: JEROME TWP SEC 33/34 (Lat: 43.642250, Lng: -84.428667), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 500 (year 2014), Average Future Daily Traffic: 575 (year 2034), Design Load: HS 20, Features Intersected: N BR CARROLL CREEK, Facility Carried by Structure: 9 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.135, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 70.0 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: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 13936, Location: JEROME TWP SEC 33/34 (Lat: 43.642250, Lng: -84.428667), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 500 (year 2014), Average Future Daily Traffic: 575 (year 2034), Design Load: HS 20, Features Intersected: N BR CARROLL CREEK, Facility Carried by Structure: 9 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.135, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 70.0 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: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 13965, Location: JEROME TWP SEC 11 (Lat: 43.707889, Lng: -84.393639), Route carried "on" structure: County highway 5651, Year Built: 2016, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 350 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 100 (year 2037), Design Load: HL 93, Features Intersected: BLACK CREEK, Facility Carried by Structure: WEST RIVER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 74.5 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: 57.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 13965, Location: JEROME TWP SEC 11 (Lat: 43.707889, Lng: -84.393639), Route carried "on" structure: County highway 5651, Year Built: 2016, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 350 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 100 (year 2037), Design Load: HL 93, Features Intersected: BLACK CREEK, Facility Carried by Structure: WEST RIVER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Poor, Operating Rating: 74.5 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: 57.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6911, Location: 1.3 MI NW OF M-30 (Lat: 43.688400, Lng: -84.393500), Route carried "under" structure: US 10, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 15,786 (year 2007), Truck Traffic: 6%, Features Intersected: US-10, Facility Carried by Structure: W RIVER RD
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 20.071, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 6911, Location: 1.3 MI NW OF M-30 (Lat: 43.688400, Lng: -84.393500), Route carried "under" structure: US 10, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 15,786 (year 2007), Truck Traffic: 6%, Features Intersected: US-10, Facility Carried by Structure: W RIVER RD
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 20.071, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 6912, Location: @ M-30 (Lat: 43.684183, Lng: -84.367789), Route carried "under" structure: US 10, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 19,964 (year 2007), Truck Traffic: 6%, Features Intersected: US-10, Facility Carried by Structure: M-30
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 22.223, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.3m (66.6ft)
Structure Number: 6912, Location: @ M-30 (Lat: 43.684183, Lng: -84.367789), Route carried "under" structure: US 10, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 19,964 (year 2007), Truck Traffic: 6%, Features Intersected: US-10, Facility Carried by Structure: M-30
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 22.223, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.3m (66.6ft)