Bridge Statistics for Fostoria, Michigan (MI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 46ft / 14.0mTotal length
- 15,491Total average daily traffic
- 720Total average daily truck traffic
- 27,477Total future (year 1977) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Fostoria
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 11960-1969
- 31970-1979
- 11980-1989
- 41990-1999
- Bridge Condition - Deck
- 66.7%Good
- 16.7%Satisfactory
- 16.7%Poor
- Bridge Condition - Superstructure
- 50.0%Good
- 33.3%Satisfactory
- 16.7%Fair
- Bridge Condition - Substructure
- 83.3%Good
- 16.7%Satisfactory
- Bridge Condition - Channel
- 55.6%Good
- 44.4%Satisfactory
- Bridge Condition - Culverts
- 25.0%Good
- 50.0%Satisfactory
- 25.0%Fair
Find on map >> Show street view
Structure Number: 2056, Location: 7.0 MI S OF GRAYLING (Lat: 44.554725, Lng: -84.704142), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 800 (year 1974), Truck Traffic: 3%, Average Future Daily Traffic: 800 (year 1977), Design Load: H 15, Features Intersected: I-75 NB, Facility Carried by Structure: 7 MILE RD (CHENEY
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.060, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.2m (95.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 2056, Location: 7.0 MI S OF GRAYLING (Lat: 44.554725, Lng: -84.704142), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 800 (year 1974), Truck Traffic: 3%, Average Future Daily Traffic: 800 (year 1977), Design Load: H 15, Features Intersected: I-75 NB, Facility Carried by Structure: 7 MILE RD (CHENEY
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.060, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.2m (95.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 5304, Location: 1.5 MI N OF M-90 (Lat: 43.243378, Lng: -83.315011), Route carried "on" structure: State highway 24, Year Built: 1974, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 4,293 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 7,618 (year 2018), Design Load: HS 25 or greater, Features Intersected: FOSTORIA DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 40.575, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 75, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5304, Location: 1.5 MI N OF M-90 (Lat: 43.243378, Lng: -83.315011), Route carried "on" structure: State highway 24, Year Built: 1974, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 4,293 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 7,618 (year 2018), Design Load: HS 25 or greater, Features Intersected: FOSTORIA DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 40.575, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 75, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: 5305, Location: 2.0 MI N OF M-90 (Lat: 43.251522, Lng: -83.315292), Route carried "on" structure: State highway 24, Year Built: 1940, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 4,293 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 7,618 (year 2018), Design Load: H 20, Features Intersected: RAYMPH DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 41.481, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 75, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 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 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: Bituminous
Structure Number: 5305, Location: 2.0 MI N OF M-90 (Lat: 43.251522, Lng: -83.315292), Route carried "on" structure: State highway 24, Year Built: 1940, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 4,293 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 7,618 (year 2018), Design Load: H 20, Features Intersected: RAYMPH DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 41.481, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 75, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 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 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: Bituminous
Find on map >> Show street view
Structure Number: 5475, Location: SEC. 31 RICH TWP. (Lat: 43.241464, Lng: -83.351886), Route carried "on" structure: ServiceCounty highway , Year Built: 1965, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 95 (year 2019), Average Future Daily Traffic: 116 (year 2039), Design Load: H 20, Features Intersected: FOSTORIA DRAIN, Facility Carried by Structure: WILLITS ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.697, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 5475, Location: SEC. 31 RICH TWP. (Lat: 43.241464, Lng: -83.351886), Route carried "on" structure: ServiceCounty highway , Year Built: 1965, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 95 (year 2019), Average Future Daily Traffic: 116 (year 2039), Design Load: H 20, Features Intersected: FOSTORIA DRAIN, Facility Carried by Structure: WILLITS ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.697, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Find on map >> Show street view
Structure Number: 10455, Location: SEC 13-24 WATERTOWN TWP (Lat: 43.278317, Lng: -83.370028), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 1,315 (year 2009), Average Future Daily Traffic: 3,490 (year 2029), Design Load: HS 20, Features Intersected: EVERGREEN CREEK, Facility Carried by Structure: MILLINGTON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 26.496, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.3m (27.2ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 92.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 55.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10455, Location: SEC 13-24 WATERTOWN TWP (Lat: 43.278317, Lng: -83.370028), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 1,315 (year 2009), Average Future Daily Traffic: 3,490 (year 2029), Design Load: HS 20, Features Intersected: EVERGREEN CREEK, Facility Carried by Structure: MILLINGTON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 26.496, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.3m (27.2ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 92.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 55.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 10508, Location: SEC 35-36 WATERTOWN TWP (Lat: 43.247989, Lng: -83.372011), Route carried "on" structure: County highway 7959, Year Built: 1987, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 2,080 (year 2009), Average Future Daily Traffic: 3,750 (year 2029), Design Load: HS 20, Features Intersected: FOSTORIA I/C DRAIN, Facility Carried by Structure: FOSTORIA ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.473, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.7m (38.4ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10508, Location: SEC 35-36 WATERTOWN TWP (Lat: 43.247989, Lng: -83.372011), Route carried "on" structure: County highway 7959, Year Built: 1987, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 2,080 (year 2009), Average Future Daily Traffic: 3,750 (year 2029), Design Load: HS 20, Features Intersected: FOSTORIA I/C DRAIN, Facility Carried by Structure: FOSTORIA ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.473, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.7m (38.4ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 10509, Location: SEC 23-24 WATERTOWN TWP (Lat: 43.266000, Lng: -83.372692), Route carried "on" structure: County highway 7959, Year Built: 1991, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,420 (year 2009), Average Future Daily Traffic: 2,565 (year 2029), Design Load: HS 20, Features Intersected: BR EVERGREEN CREEK, Facility Carried by Structure: FOSTORIA ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.475, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10509, Location: SEC 23-24 WATERTOWN TWP (Lat: 43.266000, Lng: -83.372692), Route carried "on" structure: County highway 7959, Year Built: 1991, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,420 (year 2009), Average Future Daily Traffic: 2,565 (year 2029), Design Load: HS 20, Features Intersected: BR EVERGREEN CREEK, Facility Carried by Structure: FOSTORIA ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.475, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 10657, Location: SEC 26-35 WATERTOWN TWP (Lat: 43.249200, Lng: -83.374306), Route carried "on" structure: ServiceCounty highway , Year Built: 1994, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 105 (year 2009), Average Future Daily Traffic: 190 (year 2029), Design Load: HS 20, Features Intersected: FOSTORIA DRAIN, Facility Carried by Structure: GOODRICH ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.825, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.5m (34.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.3 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10657, Location: SEC 26-35 WATERTOWN TWP (Lat: 43.249200, Lng: -83.374306), Route carried "on" structure: ServiceCounty highway , Year Built: 1994, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 105 (year 2009), Average Future Daily Traffic: 190 (year 2029), Design Load: HS 20, Features Intersected: FOSTORIA DRAIN, Facility Carried by Structure: GOODRICH ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.825, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.5m (34.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.3 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 12692, Location: SEC. 21-28 RICH TWP. (Lat: 43.265378, Lng: -83.300558), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 880 (year 2020), Average Future Daily Traffic: 1,074 (year 2040), Design Load: H 20, Features Intersected: SQUAW CREEK DRAIN, Facility Carried by Structure: BARNES ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.223, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 12692, Location: SEC. 21-28 RICH TWP. (Lat: 43.265378, Lng: -83.300558), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 880 (year 2020), Average Future Daily Traffic: 1,074 (year 2040), Design Load: H 20, Features Intersected: SQUAW CREEK DRAIN, Facility Carried by Structure: BARNES ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.223, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Find on map >> Show street view
Structure Number: 13999, Location: 0.1 MI S OF OTTER LK RD (Lat: 43.215897, Lng: -83.371092), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 210 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2039), Features Intersected: FOREST DRAIN, Facility Carried by Structure: FOSTORIA RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 13999, Location: 0.1 MI S OF OTTER LK RD (Lat: 43.215897, Lng: -83.371092), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 210 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 256 (year 2039), Features Intersected: FOREST DRAIN, Facility Carried by Structure: FOSTORIA RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Wearing Surface/Protective System: Wearing Surface: Gravel