Bridge Statistics for Sturgis, Michigan (MI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 279ft / 84.6mTotal length
- $850,000Total costs
- 111,259Total average daily traffic
- 8,294Total average daily truck traffic
- 136,139Total future (year 1977) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Sturgis
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 81960-1969
- 41970-1979
- 11980-1989
- 21990-1999
- 52000-2009
- 22010-2019
- Bridge Condition - Deck
- 13.6%Very good
- 36.4%Good
- 27.3%Satisfactory
- 18.2%Fair
- 4.5%Poor
- Bridge Condition - Superstructure
- 22.7%Very good
- 22.7%Good
- 40.9%Satisfactory
- 13.6%Fair
- Bridge Condition - Substructure
- 27.3%Very good
- 22.7%Good
- 22.7%Satisfactory
- 18.2%Fair
- 9.1%Poor
- Bridge Condition - Channel
- 6.7%Very good
- 33.3%Good
- 46.7%Satisfactory
- 6.7%Fair
- 6.7%Poor
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Poor
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Structure Number: 151, Location: 1.0 MI NW OF PLAINWELL (Lat: 42.464403, Lng: -85.652575), Route carried "on" structure: County highway 312, Year Built: 1960, Year Reconstructed: 2011, Status: Open, Structure Length: 5.69m (18.67ft), Average Daily Traffic: 2,548 (year 1994), Truck Traffic: 3%, Average Future Daily Traffic: 2,930 (year 2014), Design Load: HS 20, Features Intersected: US-131, Facility Carried by Structure: 106 TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.173, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to 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: 151, Location: 1.0 MI NW OF PLAINWELL (Lat: 42.464403, Lng: -85.652575), Route carried "on" structure: County highway 312, Year Built: 1960, Year Reconstructed: 2011, Status: Open, Structure Length: 5.69m (18.67ft), Average Daily Traffic: 2,548 (year 1994), Truck Traffic: 3%, Average Future Daily Traffic: 2,930 (year 2014), Design Load: HS 20, Features Intersected: US-131, Facility Carried by Structure: 106 TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.173, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.7m (38.4ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to 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: 158, Location: 8.0 MI N OF PLAINWELL (Lat: 42.566031, Lng: -85.662214), Route carried "on" structure: US 131, Year Built: 1959, Year Reconstructed: 2012, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 15,300 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 22,795 (year 2018), Design Load: HS 20, Features Intersected: 120TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 16.287, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 78, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 13.3m (43.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 56.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable 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: 158, Location: 8.0 MI N OF PLAINWELL (Lat: 42.566031, Lng: -85.662214), Route carried "on" structure: US 131, Year Built: 1959, Year Reconstructed: 2012, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 15,300 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 22,795 (year 2018), Design Load: HS 20, Features Intersected: 120TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 16.287, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 78, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 13.3m (43.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 56.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable 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: 627, Location: 3.6 MI S OF KAWKAWLIN (Lat: 43.602447, Lng: -83.948183), Route carried "on" structure: Interstate 75, Year Built: 2001, Status: Open, Structure Length: 2.31m (7.58ft), Average Daily Traffic: 18,568 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 46,919 (year 2018), Design Load: HS 20, Features Intersected: MIDLAND ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 8.964, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 76, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 21.1m (69.2ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 627, Location: 3.6 MI S OF KAWKAWLIN (Lat: 43.602447, Lng: -83.948183), Route carried "on" structure: Interstate 75, Year Built: 2001, Status: Open, Structure Length: 2.31m (7.58ft), Average Daily Traffic: 18,568 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 46,919 (year 2018), Design Load: HS 20, Features Intersected: MIDLAND ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 8.964, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 76, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 21.1m (69.2ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 631, Location: 1.7 MI S OF KAWKAWLIN (Lat: 43.638706, Lng: -83.973439), Route carried "on" structure: Interstate 75, Year Built: 1968, Status: Open, Structure Length: 4.56m (14.96ft), Average Daily Traffic: 11,225 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 12,909 (year 2039), Design Load: HS 20+Mod, Features Intersected: WHEELER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 13.767, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 76, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, 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: 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 631, Location: 1.7 MI S OF KAWKAWLIN (Lat: 43.638706, Lng: -83.973439), Route carried "on" structure: Interstate 75, Year Built: 1968, Status: Open, Structure Length: 4.56m (14.96ft), Average Daily Traffic: 11,225 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 12,909 (year 2039), Design Load: HS 20+Mod, Features Intersected: WHEELER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 13.767, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 76, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, 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: 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 637, Location: 6.0 MI S OF PINCONNING (Lat: 43.767861, Lng: -84.021303), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 7.46m (24.48ft), Average Daily Traffic: 700 (year 1995), Truck Traffic: 3%, Average Future Daily Traffic: 500 (year 1977), Design Load: H 15, Features Intersected: I-75, Facility Carried by Structure: PREVO RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.305, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, 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: Latex Concrete
Structure Number: 637, Location: 6.0 MI S OF PINCONNING (Lat: 43.767861, Lng: -84.021303), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 7.46m (24.48ft), Average Daily Traffic: 700 (year 1995), Truck Traffic: 3%, Average Future Daily Traffic: 500 (year 1977), Design Load: H 15, Features Intersected: I-75, Facility Carried by Structure: PREVO RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.305, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 64.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, 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: Latex Concrete
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Structure Number: 1511, Location: @ M-27 (Lat: 45.450536, Lng: -84.610539), Route carried "on" structure: Interstate 75, Year Built: 1962, Status: Open, Structure Length: 7.08m (23.23ft), Average Daily Traffic: 7,777 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 8,944 (year 2038), Design Load: HS 20+Mod, Features Intersected: M-27
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 29.906, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 55, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.5m (93.5ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.3 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1511, Location: @ M-27 (Lat: 45.450536, Lng: -84.610539), Route carried "on" structure: Interstate 75, Year Built: 1962, Status: Open, Structure Length: 7.08m (23.23ft), Average Daily Traffic: 7,777 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 8,944 (year 2038), Design Load: HS 20+Mod, Features Intersected: M-27
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 29.906, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 55, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.5m (93.5ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 48.3 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1512, Location: 2.8 MI N OF M-27 (Lat: 45.497942, Lng: -84.615544), Route carried "on" structure: County highway 1629, Year Built: 1960, Status: Posted for load, Structure Length: 11.61m (38.09ft), Average Daily Traffic: 550 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 900 (year 2007), Design Load: H 15, Features Intersected: I-75, Facility Carried by Structure: TOPINABEE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.583, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.2m (118.8ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.5 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: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 1512, Location: 2.8 MI N OF M-27 (Lat: 45.497942, Lng: -84.615544), Route carried "on" structure: County highway 1629, Year Built: 1960, Status: Posted for load, Structure Length: 11.61m (38.09ft), Average Daily Traffic: 550 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 900 (year 2007), Design Load: H 15, Features Intersected: I-75, Facility Carried by Structure: TOPINABEE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.583, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 36.2m (118.8ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 49.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.5 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: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 2684, Location: 1.2 M N OF FLINT CITY LTS (Lat: 43.093892, Lng: -83.686908), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 4.62m (15.16ft), Average Daily Traffic: 13,200 (year 1996), Truck Traffic: 3%, Average Future Daily Traffic: 13,200 (year 2016), Design Load: H 20, Features Intersected: I-475, Facility Carried by Structure: TERRY STREET
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.592, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.1m (75.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $517,000, Roadway Improvement Cost: $47,000, Total Project Cost: $549,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2684, Location: 1.2 M N OF FLINT CITY LTS (Lat: 43.093892, Lng: -83.686908), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 4.62m (15.16ft), Average Daily Traffic: 13,200 (year 1996), Truck Traffic: 3%, Average Future Daily Traffic: 13,200 (year 2016), Design Load: H 20, Features Intersected: I-475, Facility Carried by Structure: TERRY STREET
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.592, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.1m (75.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $517,000, Roadway Improvement Cost: $47,000, Total Project Cost: $549,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3825, Location: I-96 & I-496/US127 INTRCH (Lat: 42.677178, Lng: -84.492789), Route carried "on" structure: Ramp Interstate 496, Year Built: 2008, Status: Open, Structure Length: 11.20m (36.75ft), Average Daily Traffic: 28,350 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 9,000 (year 2028), Design Load: Greater than HL93, Features Intersected: I-96 WB
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 9.610, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 55.0m (180.4ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 57.3 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: 44.4 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3825, Location: I-96 & I-496/US127 INTRCH (Lat: 42.677178, Lng: -84.492789), Route carried "on" structure: Ramp Interstate 496, Year Built: 2008, Status: Open, Structure Length: 11.20m (36.75ft), Average Daily Traffic: 28,350 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 9,000 (year 2028), Design Load: Greater than HL93, Features Intersected: I-96 WB
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 9.610, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 55.0m (180.4ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 57.3 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: 44.4 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5123, Location: 100 FT W OF WUSTMAN AVE (Lat: 42.768261, Lng: -85.732853), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,139 (year 2003), Average Future Daily Traffic: 1,940 (year 2023), Design Load: HS 20+Mod, Features Intersected: DORR & BYRON DRAIN, Facility Carried by Structure: 108TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.062, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
Structure Number: 5123, Location: 100 FT W OF WUSTMAN AVE (Lat: 42.768261, Lng: -85.732853), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,139 (year 2003), Average Future Daily Traffic: 1,940 (year 2023), Design Load: HS 20+Mod, Features Intersected: DORR & BYRON DRAIN, Facility Carried by Structure: 108TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.062, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020
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Structure Number: 6269, Location: 0.8 MI NORTH OF 33 MILE (Lat: 42.833703, Lng: -82.884653), Route carried "on" structure: County highway 5063, Year Built: 1994, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 6,100 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 6,200 (year 2041), Design Load: HS 25 or greater, Features Intersected: E B COON CREEK, Facility Carried by Structure: NORTH AVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 23.153, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Very good, 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: 80.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6269, Location: 0.8 MI NORTH OF 33 MILE (Lat: 42.833703, Lng: -82.884653), Route carried "on" structure: County highway 5063, Year Built: 1994, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 6,100 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 6,200 (year 2041), Design Load: HS 25 or greater, Features Intersected: E B COON CREEK, Facility Carried by Structure: NORTH AVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 23.153, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Very good, 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: 80.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 6307, Location: 0.1 MI S OF SCOTCH SETTLE (Lat: 42.877881, Lng: -83.000414), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 360 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 650 (year 2030), Design Load: HS 20, Features Intersected: N B CLINTON RIVER, Facility Carried by Structure: MCKAY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.702, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 85.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.7 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 desirable 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6307, Location: 0.1 MI S OF SCOTCH SETTLE (Lat: 42.877881, Lng: -83.000414), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 360 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 650 (year 2030), Design Load: HS 20, Features Intersected: N B CLINTON RIVER, Facility Carried by Structure: MCKAY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.702, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), 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-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 85.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.7 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 desirable 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6308, Location: 0.2 MI NORTH OF EBELING (Lat: 42.857778, Lng: -82.991728), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 235 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 349 (year 2030), Design Load: HS 20, Features Intersected: N B CLINTON RIVER, Facility Carried by Structure: BROWN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.167, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than 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, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6308, Location: 0.2 MI NORTH OF EBELING (Lat: 42.857778, Lng: -82.991728), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 235 (year 2010), Truck Traffic: 3%, Average Future Daily Traffic: 349 (year 2030), Design Load: HS 20, Features Intersected: N B CLINTON RIVER, Facility Carried by Structure: BROWN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.167, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than 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, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6309, Location: 0.1 MI E OF FISHER ROAD (Lat: 42.821739, Lng: -83.071850), Route carried "on" structure: County highway , Year Built: 1982, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 60 (year 2041), Design Load: H 20, Features Intersected: FISHER LAKE OUTLET, Facility Carried by Structure: RAAP ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.259, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Poor, Operating Rating: 16.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021
Structure Number: 6309, Location: 0.1 MI E OF FISHER ROAD (Lat: 42.821739, Lng: -83.071850), Route carried "on" structure: County highway , Year Built: 1982, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 60 (year 2041), Design Load: H 20, Features Intersected: FISHER LAKE OUTLET, Facility Carried by Structure: RAAP ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.259, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Poor, Operating Rating: 16.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021
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Structure Number: 10289, Location: 0.7 MI WEST OF FAWN RIVER (Lat: 41.781592, Lng: -85.352544), Route carried "on" structure: County highway 7808, Year Built: 1964, Status: Posted for load, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 1,035 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 1,590 (year 2025), Design Load: HS 20, Features Intersected: FAWN RIVER, Facility Carried by Structure: FAWN RIVER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 20.961, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, 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: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10289, Location: 0.7 MI WEST OF FAWN RIVER (Lat: 41.781592, Lng: -85.352544), Route carried "on" structure: County highway 7808, Year Built: 1964, Status: Posted for load, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 1,035 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 1,590 (year 2025), Design Load: HS 20, Features Intersected: FAWN RIVER, Facility Carried by Structure: FAWN RIVER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 20.961, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Wood or Timber, Design/Construction: Slab, 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: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 23.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10319, Location: NORTH OF FAWN RIVER (Lat: 41.783786, Lng: -85.343417), Route carried "on" structure: County highway 7883, Year Built: 1994, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,033 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 1,500 (year 2023), Design Load: HS 20, Features Intersected: FAWN RIVER, Facility Carried by Structure: FAWN RIVER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 22.020, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 55.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10319, Location: NORTH OF FAWN RIVER (Lat: 41.783786, Lng: -85.343417), Route carried "on" structure: County highway 7883, Year Built: 1994, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,033 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 1,500 (year 2023), Design Load: HS 20, Features Intersected: FAWN RIVER, Facility Carried by Structure: FAWN RIVER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 22.020, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 55.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10332, Location: 4 MI SW OF STURGIS (Lat: 41.765300, Lng: -85.467097), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 2.76m (9.06ft), Average Daily Traffic: 11 (year 2003), Average Future Daily Traffic: 20 (year 2028), Features Intersected: FAWN RIVER, Facility Carried by Structure: BALK ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.172, 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: 2, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 70.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 10332, Location: 4 MI SW OF STURGIS (Lat: 41.765300, Lng: -85.467097), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 2.76m (9.06ft), Average Daily Traffic: 11 (year 2003), Average Future Daily Traffic: 20 (year 2028), Features Intersected: FAWN RIVER, Facility Carried by Structure: BALK ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.172, 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: 2, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 70.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 10333, Location: 3 MI SE OF STURGIS (Lat: 41.764511, Lng: -85.379328), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 315 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 384 (year 2036), Design Load: Greater than HL93, Features Intersected: FAWN RIVER, Facility Carried by Structure: MILLER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.546, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.2m (92.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 84.6 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: 65.1 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: Equal to 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10333, Location: 3 MI SE OF STURGIS (Lat: 41.764511, Lng: -85.379328), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 315 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 384 (year 2036), Design Load: Greater than HL93, Features Intersected: FAWN RIVER, Facility Carried by Structure: MILLER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.546, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.2m (92.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 84.6 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: 65.1 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: Equal to 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: November 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: 10334, Location: 3 MI SE OF STURGIS (Lat: 41.763853, Lng: -85.389125), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 15 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 15 (year 2023), Design Load: HS 20, Features Intersected: FAWN RIVER, Facility Carried by Structure: BIG HILL ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.464, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.16m (10.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $269,000, Roadway Improvement Cost: $30,000, Total Project Cost: $299,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10334, Location: 3 MI SE OF STURGIS (Lat: 41.763853, Lng: -85.389125), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 15 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 15 (year 2023), Design Load: HS 20, Features Intersected: FAWN RIVER, Facility Carried by Structure: BIG HILL ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.464, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.16m (10.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $269,000, Roadway Improvement Cost: $30,000, Total Project Cost: $299,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10335, Location: 3 MI SE OF STURGIS (Lat: 41.775811, Lng: -85.359303), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 361 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 440 (year 2031), Design Load: Greater than HL93, Features Intersected: FAWN RIVER, Facility Carried by Structure: KIME ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.634, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.3m (76.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 70.3 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: 54.1 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10335, Location: 3 MI SE OF STURGIS (Lat: 41.775811, Lng: -85.359303), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 361 (year 2011), Truck Traffic: 5%, Average Future Daily Traffic: 440 (year 2031), Design Load: Greater than HL93, Features Intersected: FAWN RIVER, Facility Carried by Structure: KIME ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.634, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.3m (76.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 70.3 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: 54.1 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 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: 10336, Location: 3 MI E OF STURGIS (Lat: 41.783106, Lng: -85.350186), Route carried "on" structure: County highway , Year Built: 1964, Status: Posted for load, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 577 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 800 (year 2023), Design Load: H 20, Features Intersected: FAWN RIVER, Facility Carried by Structure: CARLS ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.606, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10336, Location: 3 MI E OF STURGIS (Lat: 41.783106, Lng: -85.350186), Route carried "on" structure: County highway , Year Built: 1964, Status: Posted for load, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 577 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 800 (year 2023), Design Load: H 20, Features Intersected: FAWN RIVER, Facility Carried by Structure: CARLS ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.606, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10348, Location: 4.5 MI N OF STURGIS (Lat: 41.876081, Lng: -85.400989), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 533 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 714 (year 2023), Design Load: H 20, Features Intersected: PRAIRIE RIVER, Facility Carried by Structure: HACKMAN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.707, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10348, Location: 4.5 MI N OF STURGIS (Lat: 41.876081, Lng: -85.400989), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 533 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 714 (year 2023), Design Load: H 20, Features Intersected: PRAIRIE RIVER, Facility Carried by Structure: HACKMAN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.707, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 52.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1035, Location: 3 MI N OF STURGIS (Lat: 41.856697, Lng: -85.396792), Route carried "on" structure: County highway , Year Built: 1967, Status: Posted for load, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 277 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 380 (year 2023), Design Load: H 20, Features Intersected: PRAIRIE RIVER, Facility Carried by Structure: PRAIRIE RIVER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.124, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, 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: 9.7m (31.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 40.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1035, Location: 3 MI N OF STURGIS (Lat: 41.856697, Lng: -85.396792), Route carried "on" structure: County highway , Year Built: 1967, Status: Posted for load, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 277 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 380 (year 2023), Design Load: H 20, Features Intersected: PRAIRIE RIVER, Facility Carried by Structure: PRAIRIE RIVER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.124, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, 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: 9.7m (31.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 40.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: DAPAMCDET000208, Location: BTWN MOUND RD ENTR GATE (Lat: 42.498761, Lng: -83.044961), Route carried "on" structure: ServiceOther road , Year Built: 1952, Status: Closed, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 3,000 (year 2042), Design Load: H 20, Features Intersected: BEAR CREEK, Facility Carried by Structure: ARSENAL AVE GATE36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: DAPAMCDET000208, Location: BTWN MOUND RD ENTR GATE (Lat: 42.498761, Lng: -83.044961), Route carried "on" structure: ServiceOther road , Year Built: 1952, Status: Closed, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 15%, Average Future Daily Traffic: 3,000 (year 2042), Design Load: H 20, Features Intersected: BEAR CREEK, Facility Carried by Structure: ARSENAL AVE GATE36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Army, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $2,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous