Bridge Statistics for Metamora, Michigan (MI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 36ft / 11.1mTotal length
- 4,762Total average daily traffic
- 487Total average daily truck traffic
- 5,704Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Metamora
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11970-1979
- 51980-1989
- 11990-1999
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 50.0%Good
- 37.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Superstructure
- 62.5%Good
- 25.0%Satisfactory
- 12.5%Serious
- Bridge Condition - Substructure
- 50.0%Good
- 25.0%Satisfactory
- 12.5%Fair
- 12.5%Poor
- Bridge Condition - Channel
- 20.0%Very good
- 60.0%Good
- 20.0%Satisfactory
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Structure Number: 5368, Location: SEC. 12-13 METAMORA TWP. (Lat: 42.943389, Lng: -83.225853), Route carried "on" structure: County highway 4412, Year Built: 1994, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 2,972 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 3,407 (year 2040), Design Load: HS 20, Features Intersected: SOUTH BR. FLINT RIVER, Facility Carried by Structure: DRYDEN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.218, 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: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 5368, Location: SEC. 12-13 METAMORA TWP. (Lat: 42.943389, Lng: -83.225853), Route carried "on" structure: County highway 4412, Year Built: 1994, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 2,972 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 3,407 (year 2040), Design Load: HS 20, Features Intersected: SOUTH BR. FLINT RIVER, Facility Carried by Structure: DRYDEN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.218, 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: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 5414, Location: SEC. 19 DRYDEN TWP. (Lat: 42.928211, Lng: -83.223125), Route carried "on" structure: ServiceCounty highway , Year Built: 1985, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 245 (year 2016), Average Future Daily Traffic: 380 (year 2038), Design Load: HS 20, Features Intersected: SOUTH BR. FLINT RIVER, Facility Carried by Structure: THORNVILLE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.752, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.4 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: 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5414, Location: SEC. 19 DRYDEN TWP. (Lat: 42.928211, Lng: -83.223125), Route carried "on" structure: ServiceCounty highway , Year Built: 1985, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 245 (year 2016), Average Future Daily Traffic: 380 (year 2038), Design Load: HS 20, Features Intersected: SOUTH BR. FLINT RIVER, Facility Carried by Structure: THORNVILLE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.752, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.4 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: 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5415, Location: SEC. 18 DRYDEN TWP. (Lat: 42.940947, Lng: -83.223628), Route carried "on" structure: ServiceCounty highway , Year Built: 1989, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 145 (year 2016), Average Future Daily Traffic: 215 (year 2036), Design Load: HS 20, Features Intersected: SOUTH BR. FLINT RIVER, Facility Carried by Structure: THORNVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.168, 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: 9.1m (29.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.8 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: 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: 5415, Location: SEC. 18 DRYDEN TWP. (Lat: 42.940947, Lng: -83.223628), Route carried "on" structure: ServiceCounty highway , Year Built: 1989, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 145 (year 2016), Average Future Daily Traffic: 215 (year 2036), Design Load: HS 20, Features Intersected: SOUTH BR. FLINT RIVER, Facility Carried by Structure: THORNVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.168, 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: 9.1m (29.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.8 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: 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: 5416, Location: SEC. 7 DRYDEN TWP. (Lat: 42.944361, Lng: -83.223800), Route carried "on" structure: ServiceCounty highway , Year Built: 1986, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 275 (year 2018), Average Future Daily Traffic: 336 (year 2038), Design Load: HS 20, Features Intersected: SOUTH BR. FLINT RIVER, Facility Carried by Structure: THORNVILLE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.548, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to 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: 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: 5416, Location: SEC. 7 DRYDEN TWP. (Lat: 42.944361, Lng: -83.223800), Route carried "on" structure: ServiceCounty highway , Year Built: 1986, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 275 (year 2018), Average Future Daily Traffic: 336 (year 2038), Design Load: HS 20, Features Intersected: SOUTH BR. FLINT RIVER, Facility Carried by Structure: THORNVILLE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.548, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to 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: 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: 5417, Location: SEC. 7 DRYDEN TWP. (Lat: 42.949300, Lng: -83.224128), Route carried "on" structure: ServiceCounty highway , Year Built: 1989, Status: Open, Structure Length: 1.70m (5.58ft), Average Daily Traffic: 275 (year 2018), Average Future Daily Traffic: 336 (year 2038), Design Load: HS 20, Features Intersected: SOUTH BR. FLINT RIVER, Facility Carried by Structure: THORNVILLE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.096, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 50.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum 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: 5417, Location: SEC. 7 DRYDEN TWP. (Lat: 42.949300, Lng: -83.224128), Route carried "on" structure: ServiceCounty highway , Year Built: 1989, Status: Open, Structure Length: 1.70m (5.58ft), Average Daily Traffic: 275 (year 2018), Average Future Daily Traffic: 336 (year 2038), Design Load: HS 20, Features Intersected: SOUTH BR. FLINT RIVER, Facility Carried by Structure: THORNVILLE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.096, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 85.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 50.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum 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: 5431, Location: SEC. 35 LAPEER TWP. (Lat: 42.972219, Lng: -83.246019), Route carried "on" structure: ServiceCounty highway , Year Built: 1978, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 245 (year 2018), Average Future Daily Traffic: 299 (year 2038), Design Load: HS 20, Features Intersected: SOUTH BR. FLINT RIVER, Facility Carried by Structure: SUTTON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.612, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than 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: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5431, Location: SEC. 35 LAPEER TWP. (Lat: 42.972219, Lng: -83.246019), Route carried "on" structure: ServiceCounty highway , Year Built: 1978, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 245 (year 2018), Average Future Daily Traffic: 299 (year 2038), Design Load: HS 20, Features Intersected: SOUTH BR. FLINT RIVER, Facility Carried by Structure: SUTTON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.612, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than 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: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5432, Location: SEC26-35LAPEERTWP. (Lat: 42.986667, Lng: -83.250111), Route carried "on" structure: County highway , Year Built: 1985, Status: Posted for load, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 90 (year 2018), Average Future Daily Traffic: 110 (year 2038), Design Load: HS 20, Features Intersected: SOUTH BR. FLINT RIVER, Facility Carried by Structure: HUNTERS CREEK ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.316, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.1 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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), 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: 5432, Location: SEC26-35LAPEERTWP. (Lat: 42.986667, Lng: -83.250111), Route carried "on" structure: County highway , Year Built: 1985, Status: Posted for load, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 90 (year 2018), Average Future Daily Traffic: 110 (year 2038), Design Load: HS 20, Features Intersected: SOUTH BR. FLINT RIVER, Facility Carried by Structure: HUNTERS CREEK ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.316, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.1 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, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), 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
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Structure Number: 545, Location: SEC. 1 METAMORA TWP. (Lat: 42.962964, Lng: -83.240500), Route carried "on" structure: County highway , Year Built: 1938, Year Reconstructed: 1959, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 165 (year 2019), Average Future Daily Traffic: 201 (year 2039), Design Load: H 15, Features Intersected: SOUTH BR. FLINT RIVER, Facility Carried by Structure: WILDER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.264, Lanes on structure: 2, Owner: County 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: 8.2m (26.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Fair, Channel: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 16.2 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, Deck Geometry: Meets minimum limits, 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: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 545, Location: SEC. 1 METAMORA TWP. (Lat: 42.962964, Lng: -83.240500), Route carried "on" structure: County highway , Year Built: 1938, Year Reconstructed: 1959, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 165 (year 2019), Average Future Daily Traffic: 201 (year 2039), Design Load: H 15, Features Intersected: SOUTH BR. FLINT RIVER, Facility Carried by Structure: WILDER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.264, Lanes on structure: 2, Owner: County 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: 8.2m (26.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Fair, Channel: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 16.2 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, Deck Geometry: Meets minimum limits, 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: > 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 14, Location: 385 FT W OF GARDNER RD (Lat: 42.913356, Lng: -83.264456), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 305 (year 2039), Features Intersected: S BR OF FLINT RIVER, Facility Carried by Structure: BROCKER RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 97.2 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: 97.2 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, 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, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 14, Location: 385 FT W OF GARDNER RD (Lat: 42.913356, Lng: -83.264456), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 250 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 305 (year 2039), Features Intersected: S BR OF FLINT RIVER, Facility Carried by Structure: BROCKER RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 97.2 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: 97.2 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, 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, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 14414, Location: 0.25 MI N OF E BROCKER RD (Lat: 42.916994, Lng: -83.263200), Route carried "on" structure: County highway , Year Built: 2021, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 100 (year 2019), Average Future Daily Traffic: 115 (year 2039), Design Load: Greater than HL93, Features Intersected: S BR FLINT RIVER, Facility Carried by Structure: GARDNER RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.691, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 66.7 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: 51.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 14414, Location: 0.25 MI N OF E BROCKER RD (Lat: 42.916994, Lng: -83.263200), Route carried "on" structure: County highway , Year Built: 2021, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 100 (year 2019), Average Future Daily Traffic: 115 (year 2039), Design Load: Greater than HL93, Features Intersected: S BR FLINT RIVER, Facility Carried by Structure: GARDNER RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.691, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.5m (24.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 66.7 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: 51.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Gravel