Bridge Statistics for Ashley, Michigan (MI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 89ft / 26.8mTotal length
- $180,000Total costs
- 9,802Total average daily traffic
- 1,152Total average daily truck traffic
- 9,287Total future (year 2018) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Ashley
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 11960-1969
- 11970-1979
- 51980-1989
- 31990-1999
- 12000-2009
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 16.7%Very good
- 75.0%Good
- 8.3%Satisfactory
- Bridge Condition - Superstructure
- 25.0%Very good
- 25.0%Good
- 16.7%Satisfactory
- 25.0%Fair
- 8.3%Poor
- Bridge Condition - Substructure
- 33.3%Very good
- 41.7%Good
- 16.7%Satisfactory
- 8.3%Poor
- Bridge Condition - Channel
- 31.3%Very good
- 31.3%Good
- 31.3%Satisfactory
- 6.3%Fair
- Bridge Condition - Culverts
- 25.0%Very good
- 50.0%Good
- 25.0%Satisfactory
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Structure Number: 3119, Location: 3.5 MI E OF US 27 (Lat: 43.175856, Lng: -84.491658), Route carried "on" structure: State highway 57, Year Built: 2011, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 3,942 (year 2007), Truck Traffic: 14%, Average Future Daily Traffic: 3,353 (year 2018), Design Load: Greater than HL93, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 28.041, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 49, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 83.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.7 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3119, Location: 3.5 MI E OF US 27 (Lat: 43.175856, Lng: -84.491658), Route carried "on" structure: State highway 57, Year Built: 2011, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 3,942 (year 2007), Truck Traffic: 14%, Average Future Daily Traffic: 3,353 (year 2018), Design Load: Greater than HL93, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 28.041, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 49, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 83.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.7 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: November 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: 312, Location: 1.0 MI SE OF ASHLEY (Lat: 43.175867, Lng: -84.457711), Route carried "on" structure: State highway 57, Year Built: 1939, Year Reconstructed: 2006, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,942 (year 2007), Truck Traffic: 14%, Average Future Daily Traffic: 3,280 (year 2026), Design Load: H 20, Features Intersected: COUNTY DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 30.030, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 49, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.2m (23.6ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: 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: 64.8 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, 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: 312, Location: 1.0 MI SE OF ASHLEY (Lat: 43.175867, Lng: -84.457711), Route carried "on" structure: State highway 57, Year Built: 1939, Year Reconstructed: 2006, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 3,942 (year 2007), Truck Traffic: 14%, Average Future Daily Traffic: 3,280 (year 2026), Design Load: H 20, Features Intersected: COUNTY DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 30.030, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 49, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.2m (23.6ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: 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: 64.8 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, Inspection Date: September 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: 3134, Location: SEC. 25-36 WASHINGTON TWP (Lat: 43.132283, Lng: -84.497508), Route carried "on" structure: County highway 521, Year Built: 2011, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 333 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 600 (year 2029), Design Load: HS 20, Features Intersected: CORDRAY DRAIN, Facility Carried by Structure: WILSON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.516, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 42.1 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: 32.4 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3134, Location: SEC. 25-36 WASHINGTON TWP (Lat: 43.132283, Lng: -84.497508), Route carried "on" structure: County highway 521, Year Built: 2011, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 333 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 600 (year 2029), Design Load: HS 20, Features Intersected: CORDRAY DRAIN, Facility Carried by Structure: WILSON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.516, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 42.1 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: 32.4 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: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3167, Location: SEC. 25-26 WASHINGTON TWP (Lat: 43.144906, Lng: -84.503575), Route carried "on" structure: County highway 2971, Year Built: 1967, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 330 (year 2003), Average Future Daily Traffic: 445 (year 2023), Design Load: HS 20+Mod, Features Intersected: MAPLE RIVER, Facility Carried by Structure: BLAIR ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.042, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), 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: 9.1m (29.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 3167, Location: SEC. 25-26 WASHINGTON TWP (Lat: 43.144906, Lng: -84.503575), Route carried "on" structure: County highway 2971, Year Built: 1967, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 330 (year 2003), Average Future Daily Traffic: 445 (year 2023), Design Load: HS 20+Mod, Features Intersected: MAPLE RIVER, Facility Carried by Structure: BLAIR ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.042, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), 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: 9.1m (29.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 3191, Location: SEC 21-28 ELBA TWP (Lat: 43.146833, Lng: -84.431008), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 2.86m (9.38ft), Average Daily Traffic: 115 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 143 (year 2024), Design Load: HS 20+Mod, Features Intersected: MAPLE RIVER, Facility Carried by Structure: TAFT ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.942, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 13.7m (44.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 61.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3191, Location: SEC 21-28 ELBA TWP (Lat: 43.146833, Lng: -84.431008), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 2.86m (9.38ft), Average Daily Traffic: 115 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 143 (year 2024), Design Load: HS 20+Mod, Features Intersected: MAPLE RIVER, Facility Carried by Structure: TAFT ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.942, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 13.7m (44.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 61.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3192, Location: SEC 18-19 ELBA TWP (Lat: 43.161286, Lng: -84.476878), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 112 (year 2004), Average Future Daily Traffic: 139 (year 2024), Design Load: HS 20+Mod, Features Intersected: WOLF & BEAR CREEK DRAIN, Facility Carried by Structure: ROOSEVELT ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 10.052, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 25.0m (82.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3192, Location: SEC 18-19 ELBA TWP (Lat: 43.161286, Lng: -84.476878), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 112 (year 2004), Average Future Daily Traffic: 139 (year 2024), Design Load: HS 20+Mod, Features Intersected: WOLF & BEAR CREEK DRAIN, Facility Carried by Structure: ROOSEVELT ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 10.052, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 25.0m (82.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.7 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3193, Location: SEC 17-20 ELBA TWP (Lat: 43.161353, Lng: -84.457608), Route carried "on" structure: County highway , Year Built: 1920, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 70 (year 2004), Average Future Daily Traffic: 87 (year 2024), Design Load: HS 20+Mod, Features Intersected: DRAIN #142, Facility Carried by Structure: ROOSEVELT ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 11.618, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $20,000, Total Project Cost: $180,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 3193, Location: SEC 17-20 ELBA TWP (Lat: 43.161353, Lng: -84.457608), Route carried "on" structure: County highway , Year Built: 1920, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 70 (year 2004), Average Future Daily Traffic: 87 (year 2024), Design Load: HS 20+Mod, Features Intersected: DRAIN #142, Facility Carried by Structure: ROOSEVELT ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 11.618, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $20,000, Total Project Cost: $180,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 3196, Location: SEC 19-20 ELBA TWP (Lat: 43.156036, Lng: -84.467383), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 141 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 172 (year 2024), Design Load: HS 20+Mod, Features Intersected: MAPLE RIVER, Facility Carried by Structure: MCCLELLAND ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.286, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 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 desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3196, Location: SEC 19-20 ELBA TWP (Lat: 43.156036, Lng: -84.467383), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 141 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 172 (year 2024), Design Load: HS 20+Mod, Features Intersected: MAPLE RIVER, Facility Carried by Structure: MCCLELLAND ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.286, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Very good, Channel: Satisfactory, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 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 desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3197, Location: SEC 19-20 ELBA TWP (Lat: 43.161164, Lng: -84.467508), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 141 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 172 (year 2024), Design Load: HS 20+Mod, Features Intersected: DRAIN # 142 OUTLET, Facility Carried by Structure: MCCLELLAND ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.835, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.4 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: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 3197, Location: SEC 19-20 ELBA TWP (Lat: 43.161164, Lng: -84.467508), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 141 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 172 (year 2024), Design Load: HS 20+Mod, Features Intersected: DRAIN # 142 OUTLET, Facility Carried by Structure: MCCLELLAND ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.835, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.4 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: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 3198, Location: SEC 20-21 ELBA TWP (Lat: 43.152011, Lng: -84.447528), Route carried "on" structure: ServiceCounty highway , Year Built: 1985, Status: Open, Structure Length: 2.86m (9.38ft), Average Daily Traffic: 71 (year 2004), Average Future Daily Traffic: 88 (year 2024), Design Load: HS 20+Mod, Features Intersected: MAPLE RIVER, Facility Carried by Structure: RANSOM ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.846, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3198, Location: SEC 20-21 ELBA TWP (Lat: 43.152011, Lng: -84.447528), Route carried "on" structure: ServiceCounty highway , Year Built: 1985, Status: Open, Structure Length: 2.86m (9.38ft), Average Daily Traffic: 71 (year 2004), Average Future Daily Traffic: 88 (year 2024), Design Load: HS 20+Mod, Features Intersected: MAPLE RIVER, Facility Carried by Structure: RANSOM ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.846, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 61.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3199, Location: SEC 21 ELBA TWP (Lat: 43.161142, Lng: -84.447692), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 69 (year 2004), Average Future Daily Traffic: 87 (year 2024), Design Load: HS 20+Mod, Features Intersected: DRAIN #192, Facility Carried by Structure: RANSOM ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.825, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 3199, Location: SEC 21 ELBA TWP (Lat: 43.161142, Lng: -84.447692), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 69 (year 2004), Average Future Daily Traffic: 87 (year 2024), Design Load: HS 20+Mod, Features Intersected: DRAIN #192, Facility Carried by Structure: RANSOM ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.825, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 3248, Location: SEC 2-3 WASHINGTON TWP (Lat: 43.197100, Lng: -84.523394), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 76 (year 2004), Average Future Daily Traffic: 96 (year 2024), Design Load: HS 20, Features Intersected: BEAR CREEK, Facility Carried by Structure: CRAPO ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.593, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3248, Location: SEC 2-3 WASHINGTON TWP (Lat: 43.197100, Lng: -84.523394), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 76 (year 2004), Average Future Daily Traffic: 96 (year 2024), Design Load: HS 20, Features Intersected: BEAR CREEK, Facility Carried by Structure: CRAPO ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.593, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3249, Location: SEC 1-2 WASHINGTON TWP (Lat: 43.197681, Lng: -84.503600), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 70 (year 2004), Average Future Daily Traffic: 88 (year 2024), Design Load: HS 20+Mod, Features Intersected: BEAR CREEK, Facility Carried by Structure: BLAIR ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 8.887, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 45.5 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: 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: July 2020
Structure Number: 3249, Location: SEC 1-2 WASHINGTON TWP (Lat: 43.197681, Lng: -84.503600), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 70 (year 2004), Average Future Daily Traffic: 88 (year 2024), Design Load: HS 20+Mod, Features Intersected: BEAR CREEK, Facility Carried by Structure: BLAIR ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 8.887, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 45.5 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: 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: July 2020
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Structure Number: 325, Location: SEC 12 WASHINGTON TWP (Lat: 43.177025, Lng: -84.493633), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 71 (year 2004), Average Future Daily Traffic: 88 (year 2024), Design Load: HS 20+Mod, Features Intersected: WOLF & BEAR CREEK DRAIN, Facility Carried by Structure: ALLEN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.564, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 18.9m (62.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 325, Location: SEC 12 WASHINGTON TWP (Lat: 43.177025, Lng: -84.493633), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 71 (year 2004), Average Future Daily Traffic: 88 (year 2024), Design Load: HS 20+Mod, Features Intersected: WOLF & BEAR CREEK DRAIN, Facility Carried by Structure: ALLEN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.564, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 18.9m (62.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 12675, Location: SEC 1-12 WASHINGTON TWP (Lat: 43.190358, Lng: -84.497303), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 219 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 300 (year 2023), Design Load: HS 20+Mod, Features Intersected: BEAR CREEK, Facility Carried by Structure: GARFIELD ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 8.401, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 43.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: June 2021
Structure Number: 12675, Location: SEC 1-12 WASHINGTON TWP (Lat: 43.190358, Lng: -84.497303), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 219 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 300 (year 2023), Design Load: HS 20+Mod, Features Intersected: BEAR CREEK, Facility Carried by Structure: GARFIELD ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 8.401, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 43.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: June 2021
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Structure Number: 13288, Location: WASHINGTON TWP SEC 3-4 (Lat: 43.196614, Lng: -84.543208), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 100 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 149 (year 2029), Design Load: HS 20+Mod, Features Intersected: BEAR CREEK, Facility Carried by Structure: BALDWIN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.535, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 26.8m (87.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 13288, Location: WASHINGTON TWP SEC 3-4 (Lat: 43.196614, Lng: -84.543208), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 100 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 149 (year 2029), Design Load: HS 20+Mod, Features Intersected: BEAR CREEK, Facility Carried by Structure: BALDWIN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.535, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 26.8m (87.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Gravel