Bridge Statistics for Caro, Michigan (MI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 125ft / 38.2mTotal length
- $296,000Total costs
- 24,525Total average daily traffic
- 1,271Total average daily truck traffic
- 35,367Total future (year 1977) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Caro
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 21960-1969
- 31970-1979
- 11980-1989
- 11990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 11.1%Very good
- 55.6%Good
- 22.2%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 55.6%Good
- 22.2%Satisfactory
- 22.2%Fair
- Bridge Condition - Substructure
- 55.6%Good
- 22.2%Satisfactory
- 22.2%Fair
- Bridge Condition - Channel
- 11.1%Good
- 44.4%Satisfactory
- 33.3%Fair
- 11.1%Poor
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Structure Number: 6801, Location: 1.5 Mi N of Jct US-41 & 1 (Lat: 45.151986, Lng: -87.599211), Route carried "on" structure: State highway 35, Year Built: 1962, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,006 (year 2012), Truck Traffic: 11%, Average Future Daily Traffic: 6,286 (year 2018), Features Intersected: TURTLE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.377, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 132, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6801, Location: 1.5 Mi N of Jct US-41 & 1 (Lat: 45.151986, Lng: -87.599211), Route carried "on" structure: State highway 35, Year Built: 1962, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,006 (year 2012), Truck Traffic: 11%, Average Future Daily Traffic: 6,286 (year 2018), Features Intersected: TURTLE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.377, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 132, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10428, Location: 0.6 MI S OF M-81 IN CARO (Lat: 43.483600, Lng: -83.386850), Route carried "on" structure: State highway 24, Year Built: 1941, Year Reconstructed: 1989, Status: Open, Structure Length: 12.80m (41.99ft), Average Daily Traffic: 5,516 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 7,316 (year 2018), Design Load: H 20, Features Intersected: CASS RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 21.762, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 27, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10428, Location: 0.6 MI S OF M-81 IN CARO (Lat: 43.483600, Lng: -83.386850), Route carried "on" structure: State highway 24, Year Built: 1941, Year Reconstructed: 1989, Status: Open, Structure Length: 12.80m (41.99ft), Average Daily Traffic: 5,516 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 7,316 (year 2018), Design Load: H 20, Features Intersected: CASS RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 21.762, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 27, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Underwater Inspection Date: July 2020, 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: 10464, Location: SEC 30-31 ELLINGTON TWP (Lat: 43.510564, Lng: -83.342781), Route carried "on" structure: County highway 7966, Year Built: 1966, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 2,920 (year 2009), Average Future Daily Traffic: 5,280 (year 2029), Design Load: HS 20, Features Intersected: CASS RIVER, Facility Carried by Structure: DECKERVILLE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 9.788, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10464, Location: SEC 30-31 ELLINGTON TWP (Lat: 43.510564, Lng: -83.342781), Route carried "on" structure: County highway 7966, Year Built: 1966, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 2,920 (year 2009), Average Future Daily Traffic: 5,280 (year 2029), Design Load: HS 20, Features Intersected: CASS RIVER, Facility Carried by Structure: DECKERVILLE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 9.788, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10475, Location: SEC 3-10 ALMER TWP (Lat: 43.567900, Lng: -83.399742), Route carried "on" structure: County highway , Year Built: 1970, Year Reconstructed: 2000, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 350 (year 2009), Average Future Daily Traffic: 630 (year 2028), Design Load: HS 20+Mod, Features Intersected: STATE & COLLINS I/C DRN, Facility Carried by Structure: AKRON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 22.871, 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: 7.5m (24.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10475, Location: SEC 3-10 ALMER TWP (Lat: 43.567900, Lng: -83.399742), Route carried "on" structure: County highway , Year Built: 1970, Year Reconstructed: 2000, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 350 (year 2009), Average Future Daily Traffic: 630 (year 2028), Design Load: HS 20+Mod, Features Intersected: STATE & COLLINS I/C DRN, Facility Carried by Structure: AKRON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 22.871, 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: 7.5m (24.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 53.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10507, Location: SEC 20 INDIANFIELDS TWP (Lat: 43.450208, Lng: -83.441014), Route carried "on" structure: County highway 7943, Year Built: 2009, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 3,900 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 7,000 (year 2026), Design Load: HS 20, Features Intersected: CASS RIVER, Facility Carried by Structure: CHAMBERS ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.335, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.4 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10507, Location: SEC 20 INDIANFIELDS TWP (Lat: 43.450208, Lng: -83.441014), Route carried "on" structure: County highway 7943, Year Built: 2009, Status: Open, Structure Length: 6.13m (20.11ft), Average Daily Traffic: 3,900 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 7,000 (year 2026), Design Load: HS 20, Features Intersected: CASS RIVER, Facility Carried by Structure: CHAMBERS ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.335, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.4 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: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 10512, Location: SEC 2 INDIANFIELDS TWP (Lat: 43.490242, Lng: -83.376189), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 5,144 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 6,928 (year 2036), Design Load: HS 20, Features Intersected: CASS RIVER, Facility Carried by Structure: EAST DAYTON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.888, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 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 or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $239,000, Roadway Improvement Cost: $14,000, Total Project Cost: $296,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 10512, Location: SEC 2 INDIANFIELDS TWP (Lat: 43.490242, Lng: -83.376189), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 5,144 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 6,928 (year 2036), Design Load: HS 20, Features Intersected: CASS RIVER, Facility Carried by Structure: EAST DAYTON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.888, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 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 or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 5.49m (18.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $239,000, Roadway Improvement Cost: $14,000, Total Project Cost: $296,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 1061, Location: SEC 2 INDIANFIELDS TWP (Lat: 43.490336, Lng: -83.375472), Route carried "on" structure: ServiceCounty highway , Year Built: 1935, Year Reconstructed: 1996, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 335 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 605 (year 2029), Design Load: HS 20, Features Intersected: SUCKER CREEK, Facility Carried by Structure: BOY SCOUT ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.043, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, 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: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1061, Location: SEC 2 INDIANFIELDS TWP (Lat: 43.490336, Lng: -83.375472), Route carried "on" structure: ServiceCounty highway , Year Built: 1935, Year Reconstructed: 1996, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 335 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 605 (year 2029), Design Load: HS 20, Features Intersected: SUCKER CREEK, Facility Carried by Structure: BOY SCOUT ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.043, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, 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: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10611, Location: SEC 1 INDIANFIELDS TWP (Lat: 43.484447, Lng: -83.347078), Route carried "on" structure: ServiceCounty highway , Year Built: 1990, Status: Open, Structure Length: 1.54m (5.05ft), Average Daily Traffic: 185 (year 2009), Average Future Daily Traffic: 330 (year 2029), Design Load: HS 20, Features Intersected: SUCKER CREEK, Facility Carried by Structure: ALBIN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.293, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.5m (24.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.1 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10611, Location: SEC 1 INDIANFIELDS TWP (Lat: 43.484447, Lng: -83.347078), Route carried "on" structure: ServiceCounty highway , Year Built: 1990, Status: Open, Structure Length: 1.54m (5.05ft), Average Daily Traffic: 185 (year 2009), Average Future Daily Traffic: 330 (year 2029), Design Load: HS 20, Features Intersected: SUCKER CREEK, Facility Carried by Structure: ALBIN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.293, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.5m (24.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 43.1 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10662, Location: SEC 8-17 WELLS TWP (Lat: 43.468211, Lng: -83.326714), Route carried "on" structure: ServiceCounty highway , Year Built: 1973, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 520 (year 1994), Average Future Daily Traffic: 200 (year 1977), Design Load: HS 20, Features Intersected: SUCKER CREEK, Facility Carried by Structure: RILEY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.809, 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: 11.1m (36.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10662, Location: SEC 8-17 WELLS TWP (Lat: 43.468211, Lng: -83.326714), Route carried "on" structure: ServiceCounty highway , Year Built: 1973, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 520 (year 1994), Average Future Daily Traffic: 200 (year 1977), Design Load: HS 20, Features Intersected: SUCKER CREEK, Facility Carried by Structure: RILEY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.809, 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: 11.1m (36.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10673, Location: VILLAGE OF CARO (Lat: 43.496681, Lng: -83.397536), Route carried "on" structure: Business City street , Year Built: 1984, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 649 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 792 (year 2037), Design Load: HS 20+Mod, Features Intersected: TUSCOLA & SAGINAW BAY RR, Facility Carried by Structure: LUDER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.682, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.7m (31.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.4 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, 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, Membrane: Preformed Fabric
Structure Number: 10673, Location: VILLAGE OF CARO (Lat: 43.496681, Lng: -83.397536), Route carried "on" structure: Business City street , Year Built: 1984, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 649 (year 2017), Truck Traffic: 14%, Average Future Daily Traffic: 792 (year 2037), Design Load: HS 20+Mod, Features Intersected: TUSCOLA & SAGINAW BAY RR, Facility Carried by Structure: LUDER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.682, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.7m (31.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.4 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, 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, Membrane: Preformed Fabric