Bridge Statistics for Clare, Michigan (MI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 17,  Location: 1 MI S OF MIKADO (Lat: 44.578261,  Lng: -83.422322),  Route carried "on" structure: County highway 167,  Year Built: 1956,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 2,770 (year 2003),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,740 (year 2023),  Design Load: H 20,  Features Intersected: VAN ETTEN CREEK,  Facility Carried by Structure: COUNTY HWY F41
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.400,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.1m (16.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 55.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1684,  Location: 1.9 MI W OF CLARE (Lat: 43.827144,  Lng: -84.805992),  Route carried "on" structure: State highway 115,  Year Built: 1935,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 7,472 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,808 (year 2018),  Design Load: H 20,  Features Intersected: S BR TOBACCO RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 24.593,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 95.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 57.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 1686,  Location: 0.4 MI SE OF US-127 (Lat: 43.821597,  Lng: -84.742722),  Route carried "on" structure: US 10,  Year Built: 2019,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 5,400 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 6,210 (year 2035),  Design Load: Greater than HL93,  Features Intersected: LITTLE TOBACCO DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.678,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 104,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 34.1m (111.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 1687,  Location: 0.4 MI SE OF US-127 (Lat: 43.822750,  Lng: -84.743358),  Route carried "on" structure: US 10,  Year Built: 2019,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 5,400 (year 2015),  Truck Traffic: 14%,  Average Future Daily Traffic: 6,210 (year 2035),  Design Load: Greater than HL93,  Features Intersected: LITTLE TOBACCO DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.801,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 104,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 40.8m (133.9ft)

Condition: Channel: Very good,  Culverts: 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: 83.9 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 1688,  Location: 0.8 MI NW OF ISABELLA COL (Lat: 43.824792,  Lng: -84.748567),  Route carried "on" structure: Alternate US 10,  Year Built: 1961,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 5,688 (year 2007),  Truck Traffic: 19%,  Average Future Daily Traffic: 4,352 (year 2018),  Design Load: HS 20,  Features Intersected: US-127 NB & EBERHART RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.267,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 104,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.2m (72.8ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 169,  Location: @ ISABELLA CO LINE (Lat: 43.814956,  Lng: -84.731567),  Route carried "on" structure: County highway ,  Year Built: 1961,  Status: Open,  Structure Length: 8.54m (28.02ft),  Average Daily Traffic: 600 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 600 (year 2010),  Design Load: H 15,  Features Intersected: US-10 CONN,  Facility Carried by Structure: CLARABELLA RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.719,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.3 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1697,  Location: 5 MI N OF CLARE (Lat: 43.881458,  Lng: -84.788103),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 14.93m (48.98ft),  Average Daily Traffic: 300 (year 1996),  Truck Traffic: 3%,  Average Future Daily Traffic: 500 (year 2010),  Design Load: H 20,  Features Intersected: US-10,  Facility Carried by Structure: GRANT RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.328,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 28.9m (94.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 71.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 14.94m (49.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $442,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $138,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1698,  Location: 4 MI N OF CLARE (Lat: 43.878689,  Lng: -84.778419),  Route carried "on" structure: US 10,  Year Built: 1973,  Status: Open,  Structure Length: 11.18m (36.68ft),  Average Daily Traffic: 9,050 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,025 (year 2036),  Design Load: HS 20,  Features Intersected: US-127
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.371,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 318,  Subroute: 14),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1699,  Location: 4 MI N OF CLARE (Lat: 43.873175,  Lng: -84.778464),  Route carried "on" structure: Ramp US 10,  Year Built: 1973,  Status: Open,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 1,100 (year 1988),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,265 (year 2008),  Design Load: HS 20,  Features Intersected: US-127
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.917,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.5m (119.8ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 70.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 17,  Location: IN CLARE (Lat: 43.830114,  Lng: -84.768311),  Route carried "on" structure: Business US 127,  Year Built: 1931,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 11,391 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,400 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: S BR TOBACCO RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.725,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $38,000,  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: 1701,  Location: (220 MCEWAN ST) CLARE (Lat: 43.816572,  Lng: -84.768344),  Route carried "on" structure: Business US 127,  Year Built: 2021,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 10,224 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,245 (year 2018),  Design Load: Greater than HL93,  Features Intersected: LITTLE TOBACCO RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.204,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 48.6 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 7 months,  Inspection Date: Febuary 2022,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1702,  Location: N LTS OF CLARE (Lat: 43.831233,  Lng: -84.750150),  Route carried "on" structure: US 127,  Year Built: 1962,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 9,699 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,562 (year 2018),  Design Load: HS 20,  Features Intersected: S BR TOBACCO RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.878,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 104,  Subroute: 3),  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: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1703,  Location: N LTS OF CLARE (Lat: 43.830994,  Lng: -84.751469),  Route carried "on" structure: US 127,  Year Built: 1962,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 9,699 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,315 (year 2020),  Design Load: HS 20,  Features Intersected: S BR TOBACCO RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.828,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 104,  Subroute: 8),  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: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1706,  Location: US-127 BR (Lat: 43.843056,  Lng: -84.768217),  Route carried "on" structure: US 127,  Year Built: 2001,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 10,697 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,302 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: US-127 BR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.927,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 104,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.3m (122.4ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 88.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  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: 1707,  Location: US-127 BR (Lat: 43.842692,  Lng: -84.768208),  Route carried "on" structure: US 127,  Year Built: 2001,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 10,697 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,302 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: US-127 BR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.800,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 104,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 91.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 54.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  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: 1708,  Location: 1.0 MI N OF US-127 BR (Lat: 43.856458,  Lng: -84.778881),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 1,500 (year 1996),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,500 (year 2010),  Design Load: H 15,  Features Intersected: US-127 SB,  Facility Carried by Structure: SURREY RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.975,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  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: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.7 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum 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

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Structure Number: 1709,  Location: 3.0 MI N OF US-127 BR (Lat: 43.887161,  Lng: -84.778428),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 250 (year 1996),  Truck Traffic: 3%,  Average Future Daily Traffic: 500 (year 2010),  Design Load: H 15,  Features Intersected: US-127,  Facility Carried by Structure: DOVER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.007,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.6 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1714,  Location: 1.0 MI N OF US-127 BR (Lat: 43.856864,  Lng: -84.776550),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 4.14m (13.58ft),  Average Daily Traffic: 1,500 (year 1996),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,500 (year 2010),  Design Load: H 15,  Features Intersected: US-127 NB,  Facility Carried by Structure: SURREY RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.171,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum 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

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Structure Number: 174,  Location: SHERIDAN TWP SEC 31, 32 (Lat: 43.827597,  Lng: -84.706858),  Route carried "on" structure: County highway 1879,  Year Built: 1990,  Status: Open,  Structure Length: 2.28m (7.48ft),  Average Daily Traffic: 320 (year 2006),  Average Future Daily Traffic: 550 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SOUTH BR TOBACCO RIVER,  Facility Carried by Structure: RODGERS AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.394,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1758,  Location: GRANT TWP SEC 27, 28 (Lat: 43.829714,  Lng: -84.788400),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 2001,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 2,000 (year 2006),  Average Future Daily Traffic: 3,600 (year 2024),  Design Load: HS 20,  Features Intersected: S BR TOBACCO RIVER,  Facility Carried by Structure: GRANT AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.677,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.5 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1759,  Location: SEC 36 GRANT TWP (Lat: 43.828900,  Lng: -84.748361),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1993,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 1,380 (year 2006),  Average Future Daily Traffic: 2,500 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SOUTH BR TOBACCO RIVER,  Facility Carried by Structure: EBERHART ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.806,  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: 17.0m (55.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: July 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: 1767,  Location: SEC 30-31 SHERIDAN TWP (Lat: 43.829497,  Lng: -84.724967),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1986,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 380 (year 2006),  Average Future Daily Traffic: 690 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: S BR TOBACCO RIVER,  Facility Carried by Structure: WASHINGTON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.179,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1768,  Location: SEC 30-31 SHERIDAN TWP (Lat: 43.829478,  Lng: -84.708836),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1992,  Status: Open,  Structure Length: 2.28m (7.48ft),  Average Daily Traffic: 320 (year 2006),  Average Future Daily Traffic: 570 (year 2026),  Design Load: HS 20,  Features Intersected: SOUTH BR TOBACCO RIVER,  Facility Carried by Structure: WASHINGTON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.880,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Good,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 177,  Location: SEC 31 SHERIDAN TWP (Lat: 43.827161,  Lng: -84.728267),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1988,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 320 (year 2006),  Average Future Daily Traffic: 570 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SOUTH BR TOBACCO RIVER,  Facility Carried by Structure: CORNWELL AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.352,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1781,  Location: CITY OF CLARE (Lat: 43.828289,  Lng: -84.778483),  Route carried "on" structure: County highway ,  Year Built: 1975,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 189 (year 1988),  Truck Traffic: 2%,  Average Future Daily Traffic: 209 (year 2007),  Design Load: H 20,  Features Intersected: SOUTH BR TOBACCO RIVER,  Facility Carried by Structure: WOODLAWN STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.488,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.48m (4.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $235,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $277,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3997,  Location: S LTS OF PORTLAND (Lat: 42.860403,  Lng: -84.891344),  Route carried "on" structure: Interstate 96,  Year Built: 1959,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 20,074 (year 2007),  Truck Traffic: 15%,  Average Future Daily Traffic: 19,274 (year 2018),  Design Load: HS 20,  Features Intersected: CHARLOTTE HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 35.009,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 50,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4251,  Location: @ US-10 (Lat: 43.813811,  Lng: -84.752806),  Route carried "on" structure: US 127,  Year Built: 2006,  Status: Open,  Structure Length: 3.68m (12.07ft),  Average Daily Traffic: 6,302 (year 2007),  Truck Traffic: 14%,  Average Future Daily Traffic: 13,700 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: US-10 BR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 42.266,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 24,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.3m (115.8ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 74.0 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  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: 4252,  Location: @ US-10 (Lat: 43.813914,  Lng: -84.753150),  Route carried "on" structure: US 127,  Year Built: 2006,  Status: Open,  Structure Length: 3.68m (12.07ft),  Average Daily Traffic: 6,302 (year 2007),  Truck Traffic: 13%,  Average Future Daily Traffic: 7,644 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: US-10 BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.432,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 24,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.3m (115.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  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: 4259,  Location: 4.1 MI S OF US-10 (Lat: 43.756853,  Lng: -84.759597),  Route carried "on" structure: County highway 3782,  Year Built: 1965,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 803 (year 1993),  Truck Traffic: 3%,  Average Future Daily Traffic: 480 (year 1977),  Design Load: H 15,  Features Intersected: US-127 SB,  Facility Carried by Structure: COLEMAN RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.652,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 75.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 426,  Location: 2.1 MI S OF US-10 (Lat: 43.785781,  Lng: -84.758350),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 250 (year 1974),  Average Future Daily Traffic: 250 (year 1977),  Design Load: H 15,  Features Intersected: US-127,  Facility Carried by Structure: GRASS LAKE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.617,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4262,  Location: 4.1 MI S OF US-10 (Lat: 43.756864,  Lng: -84.757472),  Route carried "on" structure: County highway 3782,  Year Built: 1965,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 803 (year 1993),  Truck Traffic: 3%,  Average Future Daily Traffic: 480 (year 1977),  Design Load: H 15,  Features Intersected: US-127 NB,  Facility Carried by Structure: COLEMAN RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.822,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  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: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4272,  Location: 1.4 MI SE OF CLARE COL (Lat: 43.808542,  Lng: -84.722175),  Route carried "on" structure: US 10,  Year Built: 1962,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 5,688 (year 2007),  Truck Traffic: 19%,  Average Future Daily Traffic: 8,704 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: US-10 WB RAMP
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.080,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 24,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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

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Structure Number: 13734,  Location: 0.2 MI S OF ALLEN RD (Lat: 43.635619,  Lng: -83.604514),  Route carried "on" structure: State lands road ,  Year Built: 1980,  Status: Posted for load,  Structure Length: 2.08m (6.82ft),  Average Daily Traffic: 5 (year 2013),  Average Future Daily Traffic: 6 (year 2033),  Features Intersected: NW OUTLET NO. 3,  Facility Carried by Structure: DRV OFF GARNER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Agenciy,  Approaching Roadway Width: 5.1m (16.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 27.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 21.7 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  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

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Structure Number: 13934,  Location: COMMERCE TWP SEC 10 (Lat: 42.593611,  Lng: -83.485278),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Posted for load,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 500 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 575 (year 2036),  Design Load: HS 20,  Features Intersected: HURON RIVER,  Facility Carried by Structure: FARR STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.475,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.9m (9.5ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Satisfactory,  Culverts: Serious,  Operating Rating: 17.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 10.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 1688,  Location: 0.8 MI NW OF ISABELLA COL (Lat: 43.824792,  Lng: -84.748567),  Route carried "under" structure: US 127,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 12,604 (year 2007),  Truck Traffic: 13%,  Features Intersected: US-127 NB & EBERHART RD
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 1.160,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.2m (72.8ft)

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Structure Number: 1689,  Location: 0.9 MI NW OF ISABELLA COL (Lat: 43.825817,  Lng: -84.747703),  Route carried "under" structure: County highway ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 1996),  Truck Traffic: 3%,  Features Intersected: EBERHART ROAD,  Facility Carried by Structure: US-10 WB
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 1.239,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.0m (55.8ft)

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Structure Number: 169,  Location: @ ISABELLA CO LINE (Lat: 43.814956,  Lng: -84.731567),  Route carried "under" structure: Business US 10,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 3,900 (year 2010),  Truck Traffic: 12%,  Features Intersected: US-10 CONN,  Facility Carried by Structure: CLARABELLA RD
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 2.017,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.9m (94.8ft)

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Structure Number: 1697,  Location: 5 MI N OF CLARE (Lat: 43.881458,  Lng: -84.788103),  Route carried "under" structure: US 10,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 10,190 (year 2007),  Truck Traffic: 9%,  Features Intersected: US-10,  Facility Carried by Structure: GRANT RD
Minimum Vertical Clearance: 5.82m (19.09ft),  Kilometerpoint: 11.985,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.9m (94.8ft)

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Structure Number: 1698,  Location: 4 MI N OF CLARE (Lat: 43.878689,  Lng: -84.778419),  Route carried "under" structure: US 127,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 12,138 (year 2007),  Truck Traffic: 10%,  Features Intersected: US-127,  Facility Carried by Structure: US-10 WB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 8.082,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.2m (145.0ft)

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Structure Number: 1699,  Location: 4 MI N OF CLARE (Lat: 43.873175,  Lng: -84.778464),  Route carried "under" structure: US 127,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 22,936 (year 2007),  Truck Traffic: 9%,  Features Intersected: US-127
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 7.471,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.5m (119.8ft)

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Structure Number: 1706,  Location: US-127 BR (Lat: 43.843056,  Lng: -84.768217),  Route carried "under" structure: Business US 127,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 11,391 (year 2007),  Truck Traffic: 5%,  Features Intersected: US-127 BR
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 3.146,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.3m (122.4ft)

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Structure Number: 1707,  Location: US-127 BR (Lat: 43.842692,  Lng: -84.768208),  Route carried "under" structure: Business US 127,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 11,391 (year 2007),  Truck Traffic: 3%,  Features Intersected: US-127 BR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 3.106,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 1708,  Location: 1.0 MI N OF US-127 BR (Lat: 43.856458,  Lng: -84.778881),  Route carried "under" structure: US 127,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 11,468 (year 2007),  Truck Traffic: 9%,  Features Intersected: US-127 SB,  Facility Carried by Structure: SURREY RD
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 5.652,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.9m (58.7ft)

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Structure Number: 1709,  Location: 3.0 MI N OF US-127 BR (Lat: 43.887161,  Lng: -84.778428),  Route carried "under" structure: US 127,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 12,138 (year 2007),  Truck Traffic: 10%,  Features Intersected: US-127,  Facility Carried by Structure: DOVER RD
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 9.024,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 1714,  Location: 1.0 MI N OF US-127 BR (Lat: 43.856864,  Lng: -84.776550),  Route carried "under" structure: US 127,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 11,468 (year 2007),  Truck Traffic: 9%,  Features Intersected: US-127 NB,  Facility Carried by Structure: SURREY RD
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 5.649,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)