Bridge Statistics for Gobles, Michigan (MI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 187ft / 57.4mTotal length
- $575,000Total costs
- 60,154Total average daily traffic
- 4,149Total average daily truck traffic
- 79,842Total future (year 1977) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Gobles
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21930-1939
- 11940-1949
- 21950-1959
- 31960-1969
- 31970-1979
- 11980-1989
- 21990-1999
- 82000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 12000-2009
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 4.3%Excellent
- 56.5%Good
- 26.1%Satisfactory
- 13.0%Fair
- Bridge Condition - Superstructure
- 4.3%Excellent
- 34.8%Very good
- 17.4%Good
- 30.4%Satisfactory
- 8.7%Fair
- 4.3%Critical
- Bridge Condition - Substructure
- 21.7%Very good
- 39.1%Good
- 26.1%Satisfactory
- 8.7%Fair
- 4.3%Poor
- Bridge Condition - Channel
- 20.8%Very good
- 41.7%Good
- 29.2%Satisfactory
- 8.3%Poor
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 452, Location: 0.3 MI S OF US-23 (Lat: 44.001678, Lng: -83.926900), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 235 (year 1998), Average Future Daily Traffic: 150 (year 1977), Design Load: HS 20+Mod, Features Intersected: N BR PINE RIVER, Facility Carried by Structure: FOCO ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.758, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 452, Location: 0.3 MI S OF US-23 (Lat: 44.001678, Lng: -83.926900), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 235 (year 1998), Average Future Daily Traffic: 150 (year 1977), Design Load: HS 20+Mod, Features Intersected: N BR PINE RIVER, Facility Carried by Structure: FOCO ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.758, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1514, Location: 6.8 MI N OF M-27 (Lat: 45.556233, Lng: -84.620428), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 110 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 180 (year 2007), Design Load: H 15, Features Intersected: I-75, Facility Carried by Structure: INDIAN TRAIL RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.660, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.2m (72.8ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.7 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1514, Location: 6.8 MI N OF M-27 (Lat: 45.556233, Lng: -84.620428), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 110 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 180 (year 2007), Design Load: H 15, Features Intersected: I-75, Facility Carried by Structure: INDIAN TRAIL RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.660, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.2m (72.8ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.7 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: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1563, Location: 4.8 MI S OF PARADISE (Lat: 46.556517, Lng: -85.031383), Route carried "on" structure: State highway 123, Year Built: 1952, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 903 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 1,872 (year 2018), Design Load: H 15, Features Intersected: TAHQUAMENON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 51.507, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 317, Subroute: 9), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Navigation Control: Yes ( Vertical Clearance: 0.3m (1.0ft), Horizontal Clearance: 16.5m (54.1ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1563, Location: 4.8 MI S OF PARADISE (Lat: 46.556517, Lng: -85.031383), Route carried "on" structure: State highway 123, Year Built: 1952, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 903 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 1,872 (year 2018), Design Load: H 15, Features Intersected: TAHQUAMENON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 51.507, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 317, Subroute: 9), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Navigation Control: Yes ( Vertical Clearance: 0.3m (1.0ft), Horizontal Clearance: 16.5m (54.1ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 2, Length of Maximum Span: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2020, Underwater Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1565, Location: 2.0 MI N OF M-28 (Lat: 46.371325, Lng: -85.047797), Route carried "on" structure: State highway 123, Year Built: 1964, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 719 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 819 (year 2018), Design Load: HS 20+Mod, Features Intersected: E BR TAHQUEMENON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 27.926, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 317, Subroute: 9), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 23.4m (76.8ft), Out-to-Out Width: 23.5m (77.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 97.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 1565, Location: 2.0 MI N OF M-28 (Lat: 46.371325, Lng: -85.047797), Route carried "on" structure: State highway 123, Year Built: 1964, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 719 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 819 (year 2018), Design Load: HS 20+Mod, Features Intersected: E BR TAHQUEMENON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 27.926, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 317, Subroute: 9), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 23.4m (76.8ft), Out-to-Out Width: 23.5m (77.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 97.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 2209, Location: 3 MI N OF NORWAY (Lat: 45.827181, Lng: -87.897089), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 199 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 245 (year 2023), Design Load: HS 20+Mod, Features Intersected: PINE CREEK, Facility Carried by Structure: DISTRICT 5 ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.320, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2209, Location: 3 MI N OF NORWAY (Lat: 45.827181, Lng: -87.897089), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 199 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 245 (year 2023), Design Load: HS 20+Mod, Features Intersected: PINE CREEK, Facility Carried by Structure: DISTRICT 5 ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.320, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4516, Location: SOUTH OF JACKSON CITY LIM (Lat: 42.205075, Lng: -84.405561), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,000 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 1,200 (year 2020), Design Load: HS 25 or greater, Features Intersected: GRAND RIVER, Facility Carried by Structure: PROBERT ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.159, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 86.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4516, Location: SOUTH OF JACKSON CITY LIM (Lat: 42.205075, Lng: -84.405561), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,000 (year 2000), Truck Traffic: 2%, Average Future Daily Traffic: 1,200 (year 2020), Design Load: HS 25 or greater, Features Intersected: GRAND RIVER, Facility Carried by Structure: PROBERT ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.159, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 86.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4517, Location: .5 MI N OF VANDERCOOK LAK (Lat: 42.207864, Lng: -84.395664), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,577 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 1,800 (year 2018), Design Load: HS 25 or greater, Features Intersected: GRAND RIVER, Facility Carried by Structure: PARK DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.275, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.7m (41.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4517, Location: .5 MI N OF VANDERCOOK LAK (Lat: 42.207864, Lng: -84.395664), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 1,577 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 1,800 (year 2018), Design Load: HS 25 or greater, Features Intersected: GRAND RIVER, Facility Carried by Structure: PARK DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.275, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.7m (41.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4518, Location: 1.5 MI S VANDERCOOK LAKE (Lat: 42.169083, Lng: -84.383839), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 934 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 1,140 (year 2026), Design Load: HS 20, Features Intersected: GRAND RIVER, Facility Carried by Structure: DRAPER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.826, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 83.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4518, Location: 1.5 MI S VANDERCOOK LAKE (Lat: 42.169083, Lng: -84.383839), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 934 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 1,140 (year 2026), Design Load: HS 20, Features Intersected: GRAND RIVER, Facility Carried by Structure: DRAPER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.826, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 83.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4519, Location: 0.4 MI. SOUTH OF JACKSON (Lat: 42.216469, Lng: -84.365969), Route carried "on" structure: ServiceCounty highway , Year Built: 1994, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 889 (year 2004), Average Future Daily Traffic: 1,500 (year 2017), Design Load: HS 20, Features Intersected: GRAND RIVER, Facility Carried by Structure: S MERIDIAN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.230, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4519, Location: 0.4 MI. SOUTH OF JACKSON (Lat: 42.216469, Lng: -84.365969), Route carried "on" structure: ServiceCounty highway , Year Built: 1994, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 889 (year 2004), Average Future Daily Traffic: 1,500 (year 2017), Design Load: HS 20, Features Intersected: GRAND RIVER, Facility Carried by Structure: S MERIDIAN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.230, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4521, Location: 2.7 MI WEST OF JACKSON (Lat: 42.241497, Lng: -84.488672), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,079 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 1,453 (year 2033), Features Intersected: SANDSTONE CREEK, Facility Carried by Structure: OBRIEN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.979, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 83.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 55.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4521, Location: 2.7 MI WEST OF JACKSON (Lat: 42.241497, Lng: -84.488672), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,079 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 1,453 (year 2033), Features Intersected: SANDSTONE CREEK, Facility Carried by Structure: OBRIEN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.979, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 83.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 55.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4522, Location: 0.6 MI NORTH OF CONCORD (Lat: 42.188778, Lng: -84.661353), Route carried "on" structure: County highway , Year Built: 1933, Year Reconstructed: 2020, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 250 (year 2010), Average Future Daily Traffic: 500 (year 2014), Features Intersected: N BRANCH KALAMAZOO RIVER, Facility Carried by Structure: CORNELL ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.286, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Poor, Operating Rating: 81.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 62.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $100,000, Total Project Cost: $450,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4522, Location: 0.6 MI NORTH OF CONCORD (Lat: 42.188778, Lng: -84.661353), Route carried "on" structure: County highway , Year Built: 1933, Year Reconstructed: 2020, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 250 (year 2010), Average Future Daily Traffic: 500 (year 2014), Features Intersected: N BRANCH KALAMAZOO RIVER, Facility Carried by Structure: CORNELL ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.286, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Poor, Operating Rating: 81.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 62.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $100,000, Total Project Cost: $450,000 ( Estimate for 2014), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 4523, Location: 1.0 MI NORTH OF CONCORD (Lat: 42.196092, Lng: -84.658889), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 150 (year 2014), Average Future Daily Traffic: 200 (year 2034), Design Load: Greater than HL93, Features Intersected: N BRANCH KALAMAZOO RIVER, Facility Carried by Structure: WARNER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.219, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.2m (46.6ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 53.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4523, Location: 1.0 MI NORTH OF CONCORD (Lat: 42.196092, Lng: -84.658889), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 150 (year 2014), Average Future Daily Traffic: 200 (year 2034), Design Load: Greater than HL93, Features Intersected: N BRANCH KALAMAZOO RIVER, Facility Carried by Structure: WARNER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.219, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.2m (46.6ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 53.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4524, Location: 1.4 MI EAST OF CONCORD (Lat: 42.176578, Lng: -84.608639), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 726 (year 2008), Average Future Daily Traffic: 886 (year 2028), Design Load: H 20, Features Intersected: N BR OF KALAMAZOO RIVER, Facility Carried by Structure: PARSON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.027, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 91.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4524, Location: 1.4 MI EAST OF CONCORD (Lat: 42.176578, Lng: -84.608639), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 726 (year 2008), Average Future Daily Traffic: 886 (year 2028), Design Load: H 20, Features Intersected: N BR OF KALAMAZOO RIVER, Facility Carried by Structure: PARSON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.027, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 91.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 4525, Location: 2.5 MI S 1.8 MI W PULASKI (Lat: 42.077997, Lng: -84.674978), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 100 (year 2002), Average Future Daily Traffic: 150 (year 2022), Design Load: HS 20, Features Intersected: S BRANCH KALAMAZOO RIVER, Facility Carried by Structure: GOOSE LAKE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.896, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.1m (16.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 58.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 4525, Location: 2.5 MI S 1.8 MI W PULASKI (Lat: 42.077997, Lng: -84.674978), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 100 (year 2002), Average Future Daily Traffic: 150 (year 2022), Design Load: HS 20, Features Intersected: S BRANCH KALAMAZOO RIVER, Facility Carried by Structure: GOOSE LAKE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.896, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.1m (16.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 58.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 4526, Location: 2.5 M W & 1.0 M S PULASKI (Lat: 42.097942, Lng: -84.691953), Route carried "on" structure: County highway 3812, Year Built: 1938, Status: Closed, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 150 (year 2002), Average Future Daily Traffic: 175 (year 2022), Features Intersected: S BRANCH KALAMAZOO RIVER, Facility Carried by Structure: HANOVER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.539, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Fair, Superstructure: Critical, Substructure: Fair, Channel: Poor, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 11.3 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 replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $7,000, Total Project Cost: $125,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 4526, Location: 2.5 M W & 1.0 M S PULASKI (Lat: 42.097942, Lng: -84.691953), Route carried "on" structure: County highway 3812, Year Built: 1938, Status: Closed, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 150 (year 2002), Average Future Daily Traffic: 175 (year 2022), Features Intersected: S BRANCH KALAMAZOO RIVER, Facility Carried by Structure: HANOVER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.539, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Fair, Superstructure: Critical, Substructure: Fair, Channel: Poor, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 11.3 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 replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.13m (3.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $7,000, Total Project Cost: $125,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 4528, Location: 3 M S 1 M E VANDERCOOK LA (Lat: 42.153244, Lng: -84.381617), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 150 (year 2004), Average Future Daily Traffic: 75 (year 2022), Design Load: HS 25 or greater, Features Intersected: GRAND RIVER, Facility Carried by Structure: LOOMIS ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.575, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.2m (66.3ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 83.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 4528, Location: 3 M S 1 M E VANDERCOOK LA (Lat: 42.153244, Lng: -84.381617), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 150 (year 2004), Average Future Daily Traffic: 75 (year 2022), Design Load: HS 25 or greater, Features Intersected: GRAND RIVER, Facility Carried by Structure: LOOMIS ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.575, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.2m (66.3ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 83.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5101, Location: 0.07 MI W OF SUMMIT AVE (Lat: 43.146481, Lng: -85.564419), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 2,598 (year 2004), Average Future Daily Traffic: 4,420 (year 2024), Design Load: HS 20+Mod, Features Intersected: ROGUE RIVER, Facility Carried by Structure: 12 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.005, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5101, Location: 0.07 MI W OF SUMMIT AVE (Lat: 43.146481, Lng: -85.564419), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 2,598 (year 2004), Average Future Daily Traffic: 4,420 (year 2024), Design Load: HS 20+Mod, Features Intersected: ROGUE RIVER, Facility Carried by Structure: 12 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.005, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5827, Location: SEC 2 DEERFIELD TWP (Lat: 42.775864, Lng: -83.833342), Route carried "on" structure: County highway 4794, Year Built: 1981, Status: Open, Structure Length: 2.43m (7.97ft), Average Daily Traffic: 1,760 (year 2015), Average Future Daily Traffic: 1,900 (year 2045), Design Load: HS 20, Features Intersected: NORTH ORE CREEK, Facility Carried by Structure: BENNETT LAKE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.153, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.0m (78.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.5 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5827, Location: SEC 2 DEERFIELD TWP (Lat: 42.775864, Lng: -83.833342), Route carried "on" structure: County highway 4794, Year Built: 1981, Status: Open, Structure Length: 2.43m (7.97ft), Average Daily Traffic: 1,760 (year 2015), Average Future Daily Traffic: 1,900 (year 2045), Design Load: HS 20, Features Intersected: NORTH ORE CREEK, Facility Carried by Structure: BENNETT LAKE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.153, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.0m (78.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.5 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5892, Location: SEC 5-6 TYRONE TWP (Lat: 42.767100, Lng: -83.785858), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 580 (year 2014), Average Future Daily Traffic: 625 (year 2044), Design Load: HS 20, Features Intersected: RUNYAN CREEK, Facility Carried by Structure: LINDEN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.578, 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: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very 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 desirable 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 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5892, Location: SEC 5-6 TYRONE TWP (Lat: 42.767100, Lng: -83.785858), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 580 (year 2014), Average Future Daily Traffic: 625 (year 2044), Design Load: HS 20, Features Intersected: RUNYAN CREEK, Facility Carried by Structure: LINDEN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.578, 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: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very 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 desirable 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 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6196, Location: 0.1 MI WEST OF UTICA RD (Lat: 42.566672, Lng: -82.970731), Route carried "on" structure: County highway 2058, Year Built: 1969, Year Reconstructed: 2005, Status: Open, Structure Length: 5.87m (19.26ft), Average Daily Traffic: 21,115 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 28,442 (year 2027), Design Load: HS 25 or greater, Features Intersected: RED RUN DRAIN, Facility Carried by Structure: WB METRO PARKWAY
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 13.545, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 80, Subroute: 2), Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: August 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6196, Location: 0.1 MI WEST OF UTICA RD (Lat: 42.566672, Lng: -82.970731), Route carried "on" structure: County highway 2058, Year Built: 1969, Year Reconstructed: 2005, Status: Open, Structure Length: 5.87m (19.26ft), Average Daily Traffic: 21,115 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 28,442 (year 2027), Design Load: HS 25 or greater, Features Intersected: RED RUN DRAIN, Facility Carried by Structure: WB METRO PARKWAY
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 13.545, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 80, Subroute: 2), Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2020, Underwater Inspection Date: August 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6197, Location: 0.75 MI WEST OF M-97 (Lat: 42.568606, Lng: -82.928725), Route carried "on" structure: County highway 2058, Year Built: 1952, Year Reconstructed: 2010, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 16,440 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 22,145 (year 2027), Design Load: HS 25 or greater, Features Intersected: HARRINGTON DRAIN, Facility Carried by Structure: EB METRO PARKWAY
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 13.170, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 80, Subroute: 8), Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.2m (33.5ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 91.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6197, Location: 0.75 MI WEST OF M-97 (Lat: 42.568606, Lng: -82.928725), Route carried "on" structure: County highway 2058, Year Built: 1952, Year Reconstructed: 2010, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 16,440 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 22,145 (year 2027), Design Load: HS 25 or greater, Features Intersected: HARRINGTON DRAIN, Facility Carried by Structure: EB METRO PARKWAY
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 13.170, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 80, Subroute: 8), Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.2m (33.5ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 91.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 48.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 654, Location: 6 MILES S OF GREENWOOD (Lat: 46.397728, Lng: -87.768856), Route carried "on" structure: County highway 5231, Year Built: 2008, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,360 (year 2007), Average Future Daily Traffic: 1,660 (year 2027), Design Load: HS 20, Features Intersected: M BR ESCANABA RIVER, Facility Carried by Structure: COUNTY RD 581
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 8.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 654, Location: 6 MILES S OF GREENWOOD (Lat: 46.397728, Lng: -87.768856), Route carried "on" structure: County highway 5231, Year Built: 2008, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,360 (year 2007), Average Future Daily Traffic: 1,660 (year 2027), Design Load: HS 20, Features Intersected: M BR ESCANABA RIVER, Facility Carried by Structure: COUNTY RD 581
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 8.448, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 655, Location: 4.5 MI N OF US41 (Lat: 46.581900, Lng: -87.997461), Route carried "on" structure: County highway 5210, Year Built: 1926, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 200 (year 2001), Average Future Daily Traffic: 200 (year 2020), Design Load: HS 20+Mod, Features Intersected: PESHEKEE RIVER, Facility Carried by Structure: COUNTY HWY 607
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.027, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 655, Location: 4.5 MI N OF US41 (Lat: 46.581900, Lng: -87.997461), Route carried "on" structure: County highway 5210, Year Built: 1926, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 200 (year 2001), Average Future Daily Traffic: 200 (year 2020), Design Load: HS 20+Mod, Features Intersected: PESHEKEE RIVER, Facility Carried by Structure: COUNTY HWY 607
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.027, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10727, Location: 1.6 MI W OF M-40 (Lat: 42.302792, Lng: -85.918019), Route carried "on" structure: State highway 43, Year Built: 1948, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 6,722 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 7,730 (year 2034), Design Load: HS 20, Features Intersected: BRANDYWINE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 33.064, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 57, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 78.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 10727, Location: 1.6 MI W OF M-40 (Lat: 42.302792, Lng: -85.918019), Route carried "on" structure: State highway 43, Year Built: 1948, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 6,722 (year 2014), Truck Traffic: 2%, Average Future Daily Traffic: 7,730 (year 2034), Design Load: HS 20, Features Intersected: BRANDYWINE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 33.064, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 57, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 78.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 13331, Location: WAVERLY TWP SEC 3/10 (Lat: 42.317350, Lng: -85.919303), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 208 (year 2005), Average Future Daily Traffic: 375 (year 2025), Design Load: HS 20, Features Intersected: BRANDWINE CREEK, Facility Carried by Structure: 28TH AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 15.738, 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: 6.6m (21.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 39.9 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: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13331, Location: WAVERLY TWP SEC 3/10 (Lat: 42.317350, Lng: -85.919303), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 208 (year 2005), Average Future Daily Traffic: 375 (year 2025), Design Load: HS 20, Features Intersected: BRANDWINE CREEK, Facility Carried by Structure: 28TH AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 15.738, 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: 6.6m (21.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 39.9 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: 30.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous