Bridge Statistics for Carson City, Michigan (MI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 266ft / 81.3mTotal length
- $165,000Total costs
- 126,623Total average daily traffic
- 8,926Total average daily truck traffic
- 136,014Total future (year 1977) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Carson City
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 11940-1949
- 31960-1969
- 21970-1979
- 31980-1989
- 41990-1999
- 42000-2009
- 22010-2019
- Bridge Condition - Deck
- 15.0%Very good
- 30.0%Good
- 30.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Superstructure
- 20.0%Very good
- 20.0%Good
- 35.0%Satisfactory
- 15.0%Fair
- 10.0%Poor
- Bridge Condition - Substructure
- 40.0%Very good
- 30.0%Good
- 15.0%Satisfactory
- 15.0%Poor
- Bridge Condition - Channel
- 6.7%Very good
- 53.3%Good
- 33.3%Satisfactory
- 6.7%Fair
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Structure Number: 606, Location: 1.5 MI W OF BAY CITY (Lat: 43.595972, Lng: -83.948111), Route carried "on" structure: US 10, Year Built: 2015, Status: Open, Structure Length: 6.42m (21.06ft), Average Daily Traffic: 12,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 13,750 (year 2030), Design Load: Greater than HL93, Features Intersected: I-75
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 10, Base Highway Network: Yes (Inventory Route: 309, Subroute: 36), Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 67.4 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: 39.2 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, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 606, Location: 1.5 MI W OF BAY CITY (Lat: 43.595972, Lng: -83.948111), Route carried "on" structure: US 10, Year Built: 2015, Status: Open, Structure Length: 6.42m (21.06ft), Average Daily Traffic: 12,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 13,750 (year 2030), Design Load: Greater than HL93, Features Intersected: I-75
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 10, Base Highway Network: Yes (Inventory Route: 309, Subroute: 36), Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 19.0m (62.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 67.4 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: 39.2 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, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1371, Location: 2 MI NE OF MARSHALL (Lat: 42.292969, Lng: -84.906936), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 395 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 737 (year 2024), Design Load: HS 20+Mod, Features Intersected: RICE CREEK, Facility Carried by Structure: 20 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.851, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1371, Location: 2 MI NE OF MARSHALL (Lat: 42.292969, Lng: -84.906936), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 395 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 737 (year 2024), Design Load: HS 20+Mod, Features Intersected: RICE CREEK, Facility Carried by Structure: 20 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.851, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1852, Location: 4.0 MI N OF EAST LANSING (Lat: 42.785689, Lng: -84.418322), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 11.55m (37.89ft), Average Daily Traffic: 120 (year 1984), Truck Traffic: 3%, Average Future Daily Traffic: 475 (year 2015), Design Load: HS 25 or greater, Features Intersected: I-69, Facility Carried by Structure: CENTER RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.164, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.3m (138.8ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1852, Location: 4.0 MI N OF EAST LANSING (Lat: 42.785689, Lng: -84.418322), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 11.55m (37.89ft), Average Daily Traffic: 120 (year 1984), Truck Traffic: 3%, Average Future Daily Traffic: 475 (year 2015), Design Load: HS 25 or greater, Features Intersected: I-69, Facility Carried by Structure: CENTER RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.164, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.3m (138.8ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1853, Location: 3 MI NE OF EAST LANSING (Lat: 42.782233, Lng: -84.408800), Route carried "on" structure: Ramp Interstate 69, Year Built: 1985, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 8,945 (year 2007), Truck Traffic: 21%, Average Future Daily Traffic: 20,150 (year 2015), Design Load: HS 25 or greater, Features Intersected: I-69
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.803, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.0 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1853, Location: 3 MI NE OF EAST LANSING (Lat: 42.782233, Lng: -84.408800), Route carried "on" structure: Ramp Interstate 69, Year Built: 1985, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 8,945 (year 2007), Truck Traffic: 21%, Average Future Daily Traffic: 20,150 (year 2015), Design Load: HS 25 or greater, Features Intersected: I-69
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.803, Lanes on structure: 1, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 11 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.0 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3785, Location: IN LANSING (Lat: 42.689492, Lng: -84.502919), Route carried "on" structure: City street 2003, Year Built: 2009, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 28,350 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 19,500 (year 2029), Design Load: Greater than HL93, Features Intersected: I-496, Facility Carried by Structure: DUNCKEL ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.500, Lanes on structure: 4, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.8m (114.2ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 76.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3785, Location: IN LANSING (Lat: 42.689492, Lng: -84.502919), Route carried "on" structure: City street 2003, Year Built: 2009, Status: Open, Structure Length: 7.10m (23.29ft), Average Daily Traffic: 28,350 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 19,500 (year 2029), Design Load: Greater than HL93, Features Intersected: I-496, Facility Carried by Structure: DUNCKEL ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.500, Lanes on structure: 4, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.8m (114.2ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 76.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 3842, Location: IN EAST LANSING (Lat: 42.726300, Lng: -84.509658), Route carried "on" structure: US 127, Year Built: 1964, Status: Open, Structure Length: 8.04m (26.38ft), Average Daily Traffic: 24,173 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 28,002 (year 2018), Design Load: HS 20+Mod, Features Intersected: RED CEDAR RIV & RAMP V
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.560, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 34, Subroute: 4), Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Good, 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3842, Location: IN EAST LANSING (Lat: 42.726300, Lng: -84.509658), Route carried "on" structure: US 127, Year Built: 1964, Status: Open, Structure Length: 8.04m (26.38ft), Average Daily Traffic: 24,173 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 28,002 (year 2018), Design Load: HS 20+Mod, Features Intersected: RED CEDAR RIV & RAMP V
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.560, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 34, Subroute: 4), Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Good, 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, 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: 3843, Location: IN EAST LANSING (Lat: 42.726033, Lng: -84.510056), Route carried "on" structure: US 127, Year Built: 1964, Status: Open, Structure Length: 8.30m (27.23ft), Average Daily Traffic: 24,173 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 28,002 (year 2018), Design Load: HS 20+Mod, Features Intersected: RED CEDAR RIV & RAMP V
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.502, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 34, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.0m, Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3843, Location: IN EAST LANSING (Lat: 42.726033, Lng: -84.510056), Route carried "on" structure: US 127, Year Built: 1964, Status: Open, Structure Length: 8.30m (27.23ft), Average Daily Traffic: 24,173 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 28,002 (year 2018), Design Load: HS 20+Mod, Features Intersected: RED CEDAR RIV & RAMP V
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.502, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 34, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.0m, Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, 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: 7434, Location: W OF CARSON CITY LIMITS (Lat: 43.177189, Lng: -84.857603), Route carried "on" structure: State highway 57, Year Built: 1940, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 5,487 (year 2007), Truck Traffic: 16%, Average Future Daily Traffic: 3,270 (year 2018), Design Load: H 20, Features Intersected: BUTTERNUT CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 37.544, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 120, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7434, Location: W OF CARSON CITY LIMITS (Lat: 43.177189, Lng: -84.857603), Route carried "on" structure: State highway 57, Year Built: 1940, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 5,487 (year 2007), Truck Traffic: 16%, Average Future Daily Traffic: 3,270 (year 2018), Design Load: H 20, Features Intersected: BUTTERNUT CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 37.544, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 120, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7435, Location: W OF CARSON CITY LIMITS (Lat: 43.177167, Lng: -84.856461), Route carried "on" structure: State highway 57, Year Built: 1931, Year Reconstructed: 1953, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 5,487 (year 2007), Truck Traffic: 16%, Average Future Daily Traffic: 3,270 (year 2018), Design Load: HS 20, Features Intersected: FISH CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 37.636, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 120, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $3,000, Total Project Cost: $30,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 7435, Location: W OF CARSON CITY LIMITS (Lat: 43.177167, Lng: -84.856461), Route carried "on" structure: State highway 57, Year Built: 1931, Year Reconstructed: 1953, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 5,487 (year 2007), Truck Traffic: 16%, Average Future Daily Traffic: 3,270 (year 2018), Design Load: HS 20, Features Intersected: FISH CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 37.636, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 120, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $3,000, Total Project Cost: $30,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 7452, Location: 0.5 MI. W. CO. RD. 555 (Lat: 43.148103, Lng: -84.858272), Route carried "on" structure: County highway 5908, Year Built: 1972, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 877 (year 2003), Average Future Daily Traffic: 1,255 (year 2023), Design Load: HS 20+Mod, Features Intersected: FISH CREEK, Facility Carried by Structure: FENWICK ROAD 500
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 28.897, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 7452, Location: 0.5 MI. W. CO. RD. 555 (Lat: 43.148103, Lng: -84.858272), Route carried "on" structure: County highway 5908, Year Built: 1972, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 877 (year 2003), Average Future Daily Traffic: 1,255 (year 2023), Design Load: HS 20+Mod, Features Intersected: FISH CREEK, Facility Carried by Structure: FENWICK ROAD 500
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 28.897, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 7455, Location: 100FT E OF GARLOCK RD (Lat: 43.202675, Lng: -84.861850), Route carried "on" structure: County highway 5930, Year Built: 1978, Status: Open, Structure Length: 3.00m (9.84ft), Average Daily Traffic: 1,185 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 1,446 (year 2030), Design Load: HS 20+Mod, Features Intersected: FISH CREEK, Facility Carried by Structure: CONDENSERY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.152, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7455, Location: 100FT E OF GARLOCK RD (Lat: 43.202675, Lng: -84.861850), Route carried "on" structure: County highway 5930, Year Built: 1978, Status: Open, Structure Length: 3.00m (9.84ft), Average Daily Traffic: 1,185 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 1,446 (year 2030), Design Load: HS 20+Mod, Features Intersected: FISH CREEK, Facility Carried by Structure: CONDENSERY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.152, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7477, Location: .05 W OF CARSON CITY (Lat: 43.195903, Lng: -84.850833), Route carried "on" structure: County highway 5999, Year Built: 1993, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 3,191 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 3,894 (year 2036), Design Load: HS 20, Features Intersected: FISH CREEK, Facility Carried by Structure: MT HOPE RD (CO555)
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.054, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 14.0m (45.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 92.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7477, Location: .05 W OF CARSON CITY (Lat: 43.195903, Lng: -84.850833), Route carried "on" structure: County highway 5999, Year Built: 1993, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 3,191 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 3,894 (year 2036), Design Load: HS 20, Features Intersected: FISH CREEK, Facility Carried by Structure: MT HOPE RD (CO555)
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.054, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 14.0m (45.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 92.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7485, Location: 0.10 MI E OF GARLOCK RD (Lat: 43.162625, Lng: -84.858683), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 2.34m (7.68ft), Average Daily Traffic: 233 (year 2003), Average Future Daily Traffic: 280 (year 2023), Design Load: HS 20+Mod, Features Intersected: FISH CREEK, Facility Carried by Structure: BOYER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.2m (72.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7485, Location: 0.10 MI E OF GARLOCK RD (Lat: 43.162625, Lng: -84.858683), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 2.34m (7.68ft), Average Daily Traffic: 233 (year 2003), Average Future Daily Traffic: 280 (year 2023), Design Load: HS 20+Mod, Features Intersected: FISH CREEK, Facility Carried by Structure: BOYER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.2m (72.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7486, Location: 0.40 MI E OF HERRICK ROAD (Lat: 43.202428, Lng: -84.848253), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 75 (year 2003), Average Future Daily Traffic: 89 (year 2023), Design Load: HS 20+Mod, Features Intersected: UNNAMED STREAM, Facility Carried by Structure: CONDENSERY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.261, 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: 10.0m (32.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $10,000, Total Project Cost: $135,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 7486, Location: 0.40 MI E OF HERRICK ROAD (Lat: 43.202428, Lng: -84.848253), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 75 (year 2003), Average Future Daily Traffic: 89 (year 2023), Design Load: HS 20+Mod, Features Intersected: UNNAMED STREAM, Facility Carried by Structure: CONDENSERY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.261, 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: 10.0m (32.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $10,000, Total Project Cost: $135,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 7493, Location: 0.25 MI S HOLLAND LK RD (Lat: 43.230419, Lng: -84.895525), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 91 (year 2003), Average Future Daily Traffic: 124 (year 2023), Design Load: HS 20, Features Intersected: FISH CREEK, Facility Carried by Structure: MINER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 12.352, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 77.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 7493, Location: 0.25 MI S HOLLAND LK RD (Lat: 43.230419, Lng: -84.895525), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 91 (year 2003), Average Future Daily Traffic: 124 (year 2023), Design Load: HS 20, Features Intersected: FISH CREEK, Facility Carried by Structure: MINER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 12.352, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 77.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 7494, Location: 0.25 MI N OF BEARDSLEY RD (Lat: 43.217464, Lng: -84.885828), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 115 (year 2003), Average Future Daily Traffic: 158 (year 2023), Design Load: HS 20, Features Intersected: FISH CREEK, Facility Carried by Structure: BOLLINGER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.273, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7494, Location: 0.25 MI N OF BEARDSLEY RD (Lat: 43.217464, Lng: -84.885828), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 115 (year 2003), Average Future Daily Traffic: 158 (year 2023), Design Load: HS 20, Features Intersected: FISH CREEK, Facility Carried by Structure: BOLLINGER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.273, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 7495, Location: 100 FT N OF CONDENSERY (Lat: 43.206383, Lng: -84.876025), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 216 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 390 (year 2025), Design Load: HS 25 or greater, Features Intersected: FISH CREEK, Facility Carried by Structure: BLACKMER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 9.692, 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: 16.2m (53.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Inventory Rating: 65.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7495, Location: 100 FT N OF CONDENSERY (Lat: 43.206383, Lng: -84.876025), Route carried "on" structure: County highway , Year Built: 2007, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 216 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 390 (year 2025), Design Load: HS 25 or greater, Features Intersected: FISH CREEK, Facility Carried by Structure: BLACKMER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 9.692, 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: 16.2m (53.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Inventory Rating: 65.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 11831, Location: IN DETROIT (Lat: 42.368883, Lng: -83.057356), Route carried "on" structure: Ramp Interstate 75, Year Built: 1962, Status: Open, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 10,110 (year 1982), Truck Traffic: 3%, Average Future Daily Traffic: 10,110 (year 1977), Design Load: HS 20+Mod, Features Intersected: I-94
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.169, Lanes on structure: 1, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.4m (99.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 92.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 55.1 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: Superior to present desirable criteria, Underclear: High priority of corrective action, 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: Latex Concrete
Structure Number: 11831, Location: IN DETROIT (Lat: 42.368883, Lng: -83.057356), Route carried "on" structure: Ramp Interstate 75, Year Built: 1962, Status: Open, Structure Length: 8.35m (27.40ft), Average Daily Traffic: 10,110 (year 1982), Truck Traffic: 3%, Average Future Daily Traffic: 10,110 (year 1977), Design Load: HS 20+Mod, Features Intersected: I-94
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.169, Lanes on structure: 1, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.4m (99.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 92.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 55.1 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: Superior to present desirable criteria, Underclear: High priority of corrective action, 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: Latex Concrete
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Structure Number: 13103, Location: 0.30 MI E OF HERRICK RD (Lat: 43.202469, Lng: -84.849028), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 50 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 75 (year 2020), Design Load: HS 25 or greater, Features Intersected: COUNTY DRAIN #111, Facility Carried by Structure: CONDENSERY RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.198, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 13103, Location: 0.30 MI E OF HERRICK RD (Lat: 43.202469, Lng: -84.849028), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 50 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 75 (year 2020), Design Load: HS 25 or greater, Features Intersected: COUNTY DRAIN #111, Facility Carried by Structure: CONDENSERY RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.198, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 56.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 13556, Location: BLOOMER TWP SEC 11 (Lat: 43.180864, Lng: -84.861272), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 850 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 1,037 (year 2035), Design Load: Greater than HL93, Features Intersected: BUTTERNUT CREEK, Facility Carried by Structure: GARLOCK ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 92.3 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: 71.3 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 13556, Location: BLOOMER TWP SEC 11 (Lat: 43.180864, Lng: -84.861272), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 850 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 1,037 (year 2035), Design Load: Greater than HL93, Features Intersected: BUTTERNUT CREEK, Facility Carried by Structure: GARLOCK ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 92.3 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: 71.3 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing