Bridge Statistics for Greenville, Michigan (MI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 144ft / 43.5mTotal length
- $180,000Total costs
- 61,081Total average daily traffic
- 2,896Total average daily truck traffic
- 86,711Total future (year 2010) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Greenville
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 11940-1949
- 21960-1969
- 51970-1979
- 51980-1989
- 11990-1999
- 12000-2009
- 12010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 01970-1979
- 01980-1989
- 21990-1999
- 12000-2009
- Bridge Condition - Deck
- 21.4%Very good
- 71.4%Good
- 7.1%Satisfactory
- Bridge Condition - Superstructure
- 7.1%Very good
- 64.3%Good
- 21.4%Satisfactory
- 7.1%Fair
- Bridge Condition - Substructure
- 21.4%Very good
- 42.9%Good
- 28.6%Satisfactory
- 7.1%Fair
- Bridge Condition - Channel
- 31.6%Very good
- 42.1%Good
- 15.8%Satisfactory
- 10.5%Fair
- Bridge Condition - Culverts
- 20.0%Good
- 80.0%Fair
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Structure Number: 5079, Location: 0.90 MI N OF 12 MILE RD (Lat: 43.160464, Lng: -85.352653), Route carried "on" structure: County highway 4187, Year Built: 1980, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 6,977 (year 2004), Average Future Daily Traffic: 11,860 (year 2024), Design Load: HS 20+Mod, Features Intersected: NO NAME CREEK, Facility Carried by Structure: LINCOLN LAKE AVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 32.833, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: 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: October 2020
Structure Number: 5079, Location: 0.90 MI N OF 12 MILE RD (Lat: 43.160464, Lng: -85.352653), Route carried "on" structure: County highway 4187, Year Built: 1980, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 6,977 (year 2004), Average Future Daily Traffic: 11,860 (year 2024), Design Load: HS 20+Mod, Features Intersected: NO NAME CREEK, Facility Carried by Structure: LINCOLN LAKE AVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 32.833, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: 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: October 2020
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Structure Number: 5146, Location: 1 MI E OF LINCOLN LAKE (Lat: 43.198839, Lng: -85.332047), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 1,507 (year 2004), Average Future Daily Traffic: 2,560 (year 2024), Design Load: HS 20+Mod, Features Intersected: WOODBECK LAKE, Facility Carried by Structure: MACCLAIN STREET
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.484, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5146, Location: 1 MI E OF LINCOLN LAKE (Lat: 43.198839, Lng: -85.332047), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 1,507 (year 2004), Average Future Daily Traffic: 2,560 (year 2024), Design Load: HS 20+Mod, Features Intersected: WOODBECK LAKE, Facility Carried by Structure: MACCLAIN STREET
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.484, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5148, Location: 0.30 MI N OF 12 MILE RD (Lat: 43.153378, Lng: -85.330022), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 257 (year 2003), Average Future Daily Traffic: 440 (year 2023), Design Load: HS 20+Mod, Features Intersected: WABASIS CREEK, Facility Carried by Structure: MORGAN MILLS AVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.758, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 5148, Location: 0.30 MI N OF 12 MILE RD (Lat: 43.153378, Lng: -85.330022), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 257 (year 2003), Average Future Daily Traffic: 440 (year 2023), Design Load: HS 20+Mod, Features Intersected: WABASIS CREEK, Facility Carried by Structure: MORGAN MILLS AVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.758, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 5174, Location: 300 FT E OF LARSEN AVE (Lat: 43.221164, Lng: -85.328461), Route carried "on" structure: County highway , Year Built: 1928, Year Reconstructed: 1966, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,100 (year 2005), Average Future Daily Traffic: 1,870 (year 2025), Design Load: HS 20+Mod, Features Intersected: BLACK CREEK, Facility Carried by Structure: 17 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.352, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 5174, Location: 300 FT E OF LARSEN AVE (Lat: 43.221164, Lng: -85.328461), Route carried "on" structure: County highway , Year Built: 1928, Year Reconstructed: 1966, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,100 (year 2005), Average Future Daily Traffic: 1,870 (year 2025), Design Load: HS 20+Mod, Features Intersected: BLACK CREEK, Facility Carried by Structure: 17 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.352, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 5179, Location: 0.1 MI N OF 17 MILE RD (Lat: 43.223247, Lng: -85.328325), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 1.29m (4.23ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2040), Design Load: HL 93, Features Intersected: CLEAR CREEK, Facility Carried by Structure: LARSEN AVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.206, 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: 12.4m (40.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 50.5 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: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 5179, Location: 0.1 MI N OF 17 MILE RD (Lat: 43.223247, Lng: -85.328325), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 1.29m (4.23ft), Average Daily Traffic: 100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2040), Design Load: HL 93, Features Intersected: CLEAR CREEK, Facility Carried by Structure: LARSEN AVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.206, 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: 12.4m (40.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 50.5 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: 38.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 7431, Location: IN GREENVILLE (Lat: 43.177508, Lng: -85.247731), Route carried "on" structure: State highway 57, Year Built: 1948, Year Reconstructed: 2000, Status: Open, Structure Length: 4.87m (15.98ft), Average Daily Traffic: 11,727 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 13,071 (year 2018), Design Load: HS 20, Features Intersected: FLAT RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.247, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7431, Location: IN GREENVILLE (Lat: 43.177508, Lng: -85.247731), Route carried "on" structure: State highway 57, Year Built: 1948, Year Reconstructed: 2000, Status: Open, Structure Length: 4.87m (15.98ft), Average Daily Traffic: 11,727 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 13,071 (year 2018), Design Load: HS 20, Features Intersected: FLAT RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.247, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.0m (55.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 7439, Location: IN GREENVILLE (Lat: 43.183364, Lng: -85.253097), Route carried "on" structure: State highway 91, Year Built: 1994, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 11,433 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 17,268 (year 2018), Design Load: HS 25 or greater, Features Intersected: FLAT RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.371, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.9m (58.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 71.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $77,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7439, Location: IN GREENVILLE (Lat: 43.183364, Lng: -85.253097), Route carried "on" structure: State highway 91, Year Built: 1994, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 11,433 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 17,268 (year 2018), Design Load: HS 25 or greater, Features Intersected: FLAT RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.371, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.9m (58.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 71.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $77,000, 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: 745, Location: 4.5 MI. SW INT- M57 & M91 (Lat: 43.146944, Lng: -85.303033), Route carried "on" structure: County highway , Year Built: 1962, Year Reconstructed: 1997, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 943 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 1,401 (year 2025), Design Load: HS 20+Mod, Features Intersected: WABASIS CREEK, Facility Carried by Structure: JOHNSON ROAD 500
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.119, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: 745, Location: 4.5 MI. SW INT- M57 & M91 (Lat: 43.146944, Lng: -85.303033), Route carried "on" structure: County highway , Year Built: 1962, Year Reconstructed: 1997, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 943 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 1,401 (year 2025), Design Load: HS 20+Mod, Features Intersected: WABASIS CREEK, Facility Carried by Structure: JOHNSON ROAD 500
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.119, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.4 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: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: 7453, Location: 0 20 EAST OF SHEAR ROAD (Lat: 43.206267, Lng: -85.269439), Route carried "on" structure: County highway 5924, Year Built: 2019, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,860 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 3,500 (year 2038), Design Load: Greater than HL93, Features Intersected: FLAT RIVER, Facility Carried by Structure: WISE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.496, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 73.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: 7453, Location: 0 20 EAST OF SHEAR ROAD (Lat: 43.206267, Lng: -85.269439), Route carried "on" structure: County highway 5924, Year Built: 2019, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 2,860 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 3,500 (year 2038), Design Load: Greater than HL93, Features Intersected: FLAT RIVER, Facility Carried by Structure: WISE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.496, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 73.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: 7454, Location: 1.25 NORTH OF WISE ROAD (Lat: 43.225608, Lng: -85.302206), Route carried "on" structure: County highway 5939, Year Built: 1985, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 1,166 (year 2016), Average Future Daily Traffic: 1,288 (year 2036), Design Load: HS 20+Mod, Features Intersected: FLAT RIVER, Facility Carried by Structure: JOHNSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.153, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 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: 11.0m (36.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 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: 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: 7454, Location: 1.25 NORTH OF WISE ROAD (Lat: 43.225608, Lng: -85.302206), Route carried "on" structure: County highway 5939, Year Built: 1985, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 1,166 (year 2016), Average Future Daily Traffic: 1,288 (year 2036), Design Load: HS 20+Mod, Features Intersected: FLAT RIVER, Facility Carried by Structure: JOHNSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.153, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 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: 11.0m (36.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.0 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: 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: 7456, Location: 0.25 MI. E. OF JOHNSON RD (Lat: 43.250039, Lng: -85.298028), Route carried "on" structure: County highway 5946, Year Built: 1931, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 3,590 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 3,967 (year 2036), Design Load: HS 20+Mod, Features Intersected: FLAT RIVER, Facility Carried by Structure: SIDNEY RD (CR 510)
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.148, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $158,000, Roadway Improvement Cost: $20,000, Total Project Cost: $180,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 7456, Location: 0.25 MI. E. OF JOHNSON RD (Lat: 43.250039, Lng: -85.298028), Route carried "on" structure: County highway 5946, Year Built: 1931, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 3,590 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 3,967 (year 2036), Design Load: HS 20+Mod, Features Intersected: FLAT RIVER, Facility Carried by Structure: SIDNEY RD (CR 510)
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.148, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $158,000, Roadway Improvement Cost: $20,000, Total Project Cost: $180,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 7499, Location: 0.30 MI S OF BAKER ROAD (Lat: 43.138578, Lng: -85.273050), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 133 (year 2003), Average Future Daily Traffic: 167 (year 2023), Design Load: HS 20+Mod, Features Intersected: WABASIS CREEK, Facility Carried by Structure: STAKES ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.336, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 7499, Location: 0.30 MI S OF BAKER ROAD (Lat: 43.138578, Lng: -85.273050), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 133 (year 2003), Average Future Daily Traffic: 167 (year 2023), Design Load: HS 20+Mod, Features Intersected: WABASIS CREEK, Facility Carried by Structure: STAKES ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.336, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 75, Location: 0.50 MI S OF FLETCHER RD (Lat: 43.150306, Lng: -85.252428), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 297 (year 2003), Average Future Daily Traffic: 376 (year 2023), Design Load: HS 20+Mod, Features Intersected: FLAT RIVER, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.718, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 73.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.3 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 75, Location: 0.50 MI S OF FLETCHER RD (Lat: 43.150306, Lng: -85.252428), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 297 (year 2003), Average Future Daily Traffic: 376 (year 2023), Design Load: HS 20+Mod, Features Intersected: FLAT RIVER, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.718, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 73.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.3 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 7514, Location: 1.25 MI N OF WISE ROAD (Lat: 43.225344, Lng: -85.303842), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 2.34m (7.68ft), Average Daily Traffic: 267 (year 2003), Average Future Daily Traffic: 352 (year 2023), Design Load: HS 20+Mod, Features Intersected: BLACK CREEK, Facility Carried by Structure: KICKLAND ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.084, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.4m (76.8ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 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: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 7514, Location: 1.25 MI N OF WISE ROAD (Lat: 43.225344, Lng: -85.303842), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 2.34m (7.68ft), Average Daily Traffic: 267 (year 2003), Average Future Daily Traffic: 352 (year 2023), Design Load: HS 20+Mod, Features Intersected: BLACK CREEK, Facility Carried by Structure: KICKLAND ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.084, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.4m (76.8ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 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: April 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 753, Location: IN GREENVILLE (Lat: 43.170214, Lng: -85.250814), Route carried "on" structure: City street 2041, Year Built: 1972, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 5,032 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 5,250 (year 2010), Design Load: HS 20, Features Intersected: FLAT RIVER, Facility Carried by Structure: FAIRPLAINS STREET
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.394, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Epoxy
Structure Number: 753, Location: IN GREENVILLE (Lat: 43.170214, Lng: -85.250814), Route carried "on" structure: City street 2041, Year Built: 1972, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 5,032 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 5,250 (year 2010), Design Load: HS 20, Features Intersected: FLAT RIVER, Facility Carried by Structure: FAIRPLAINS STREET
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.394, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Membrane: Epoxy
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Structure Number: 7531, Location: IN GREENVILLE (Lat: 43.189214, Lng: -85.268056), Route carried "on" structure: City street 2041, Year Built: 1965, Year Reconstructed: 1995, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 8,480 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 15,480 (year 2010), Design Load: HS 20, Features Intersected: FLAT RIVER, Facility Carried by Structure: HILLCREST-CHARLES
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.264, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7531, Location: IN GREENVILLE (Lat: 43.189214, Lng: -85.268056), Route carried "on" structure: City street 2041, Year Built: 1965, Year Reconstructed: 1995, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 8,480 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 15,480 (year 2010), Design Load: HS 20, Features Intersected: FLAT RIVER, Facility Carried by Structure: HILLCREST-CHARLES
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.264, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 15.5m (50.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 7532, Location: IN GREENVILLE (Lat: 43.183100, Lng: -85.254875), Route carried "on" structure: City street 2041, Year Built: 2006, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 5,032 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 7,500 (year 2026), Design Load: HS 20, Features Intersected: FLAT RIVER, Facility Carried by Structure: FRANKLIN STREET
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.945, Lanes on structure: 2, Owner: City or Municipal 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: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, 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: 56.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 7532, Location: IN GREENVILLE (Lat: 43.183100, Lng: -85.254875), Route carried "on" structure: City street 2041, Year Built: 2006, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 5,032 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 7,500 (year 2026), Design Load: HS 20, Features Intersected: FLAT RIVER, Facility Carried by Structure: FRANKLIN STREET
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.945, Lanes on structure: 2, Owner: City or Municipal 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: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, 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: 56.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 13622, Location: MONTCALM TWP SEC 25 (Lat: 43.224861, Lng: -85.198583), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 75 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 83 (year 2029), Design Load: HS 20, Features Intersected: DICKERSON CREEK, Facility Carried by Structure: FULLER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.765, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 13622, Location: MONTCALM TWP SEC 25 (Lat: 43.224861, Lng: -85.198583), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 75 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 83 (year 2029), Design Load: HS 20, Features Intersected: DICKERSON CREEK, Facility Carried by Structure: FULLER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.765, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 13632, Location: EUREKA TWP SEC 29 (Lat: 43.141289, Lng: -85.283108), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 105 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 128 (year 2028), Design Load: HS 20, Features Intersected: WABASIS CREEK, Facility Carried by Structure: YOUNGMAN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.464, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Channel: Fair, Culverts: Fair, 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: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 13632, Location: EUREKA TWP SEC 29 (Lat: 43.141289, Lng: -85.283108), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 105 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 128 (year 2028), Design Load: HS 20, Features Intersected: WABASIS CREEK, Facility Carried by Structure: YOUNGMAN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.464, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Channel: Fair, Culverts: Fair, 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: March 2021, Wearing Surface/Protective System: Wearing Surface: Gravel