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

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Structure Number: 693,  Location: 1 MI E OF PINCONNING (Lat: 43.853050,  Lng: -83.945906),  Route carried "on" structure: County highway 974,  Year Built: 1990,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 361 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 506 (year 2020),  Design Load: HS 20,  Features Intersected: PINCONNING RIVER,  Facility Carried by Structure: PINCONNING ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.758,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3914,  Location: 1.2 MI SE OF STOCKBRIDGE (Lat: 42.439297,  Lng: -84.164311),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 900 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,100 (year 2039),  Design Load: HS 20,  Features Intersected: LOWE LAKE DRAIN,  Facility Carried by Structure: GREEN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.819,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 43.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $5,000,  Total Project Cost: $5,000,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 4242,  Location: IN ROSEBUSH (Lat: 43.706683,  Lng: -84.757956),  Route carried "on" structure: US 127,  Year Built: 1961,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 8,152 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,395 (year 2018),  Design Load: HS 20,  Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 30.276,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 24,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Poor,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.7 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4243,  Location: IN ROSEBUSH (Lat: 43.706839,  Lng: -84.758264),  Route carried "on" structure: US 127,  Year Built: 1961,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 8,152 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 10,395 (year 2018),  Design Load: HS 20,  Features Intersected: SPRING CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 30.405,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 24,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Poor,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.3 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: 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: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4246,  Location: 1.0 MI N OF BEAL CITY RD (Lat: 43.683728,  Lng: -84.757600),  Route carried "on" structure: US 127,  Year Built: 1961,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 8,625 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,174 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: LEWIS DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 27.817,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 24,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.9m (9.5ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.58m (1.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $26,000 ( Estimate for 2050)

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Structure Number: 4247,  Location: 1.0 MI N OF BEAL CITY RD (Lat: 43.683731,  Lng: -84.756653),  Route carried "on" structure: US 127,  Year Built: 1961,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 8,625 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,174 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: LEWIS DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 27.704,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 24,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.9m (9.5ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.58m (1.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $26,000 ( Estimate for 2050)

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Structure Number: 4257,  Location: IN ROSEBUSH (Lat: 43.698439,  Lng: -84.758950),  Route carried "on" structure: City street 3762,  Year Built: 1961,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 3,138 (year 1997),  Truck Traffic: 3%,  Average Future Daily Traffic: 840 (year 1977),  Design Load: HS 20,  Features Intersected: US-127,  Facility Carried by Structure: ROSEBUSH RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.088,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.4m (70.2ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  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: Epoxy Overlay

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Structure Number: 4264,  Location: 4.5 MI W OF US-27BR (Lat: 43.597039,  Lng: -84.854958),  Route carried "on" structure: State highway 20,  Year Built: 1934,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 8,359 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,678 (year 2018),  Design Load: HS 20,  Features Intersected: N BR CHIPPEWA RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 18.658,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 24,  Subroute: 1),  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: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 73.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4286,  Location: 0.3 M W NE COR SEC 14 T15 (Lat: 43.698450,  Lng: -84.755008),  Route carried "on" structure: County highway 3762,  Year Built: 1999,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,860 (year 2002),  Average Future Daily Traffic: 2,760 (year 2022),  Design Load: HS 20,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: ROSEBUSH ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.405,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Channel: Poor,  Culverts: Very good,  Operating Rating: 43.4 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: Equal to present desirable 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: May 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4307,  Location: 0.1M N SE COR SEC 18 T15N (Lat: 43.685933,  Lng: -84.707911),  Route carried "on" structure: County highway ,  Year Built: 2014,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,308 (year 2013),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,596 (year 2033),  Design Load: Greater than HL93,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: LEATON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.918,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.5m (47.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 49.9 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4308,  Location: 0.1M S NW COR SEC 11 T15N (Lat: 43.711308,  Lng: -84.767803),  Route carried "on" structure: County highway 3767,  Year Built: 1935,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 5,200 (year 2002),  Average Future Daily Traffic: 7,720 (year 2022),  Design Load: H 15,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: MISSION ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.506,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Poor,  Channel: Fair,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $122,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $135,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4311,  Location: 0.2M S NE COR SEC 22 T15N (Lat: 43.680169,  Lng: -84.767692),  Route carried "on" structure: County highway 3767,  Year Built: 1930,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 6,140 (year 2002),  Average Future Daily Traffic: 9,120 (year 2022),  Design Load: H 15,  Features Intersected: LEWIS DRAIN,  Facility Carried by Structure: MISSION ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.048,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Poor,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $150,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4351,  Location: SEC 17-20 DENVER TWP (Lat: 43.684414,  Lng: -84.704128),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 196 (year 2002),  Average Future Daily Traffic: 240 (year 2022),  Design Load: HS 20,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: WEIDMAN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.534,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021

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Structure Number: 4353,  Location: SEC 30W DENVER TWP (Lat: 43.661519,  Lng: -84.727969),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1994,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 113 (year 2002),  Average Future Daily Traffic: 138 (year 2022),  Design Load: HS 20,  Features Intersected: JORDAN CREEK,  Facility Carried by Structure: SUMMERTON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.985,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4354,  Location: SEC 18 W DENVER TWP (Lat: 43.692097,  Lng: -84.727983),  Route carried "on" structure: County highway ,  Year Built: 1937,  Status: Posted for load,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 185 (year 2002),  Average Future Daily Traffic: 225 (year 2022),  Design Load: H 15,  Features Intersected: CONTRIB S BR SALT RIVER,  Facility Carried by Structure: SUMMERTON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.381,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Poor,  Operating Rating: 29.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 17.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.77m (5.81ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $120,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $172,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 436,  Location: SEC 13-14 ISABELLA TWP (Lat: 43.685464,  Lng: -84.747947),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 2006,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 185 (year 2002),  Average Future Daily Traffic: 225 (year 2022),  Design Load: HS 20,  Features Intersected: SOUTH BR SALT RIVER,  Facility Carried by Structure: ISABELLA ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.498,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 43.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4361,  Location: .28 M S NE COR SEC 14 T15 (Lat: 43.694333,  Lng: -84.747906),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 192 (year 2002),  Average Future Daily Traffic: 234 (year 2022),  Design Load: HS 20,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: ISABELLA ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.483,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 71.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 4465,  Location: 3.0 MI S OF N CO LINE (Lat: 42.378658,  Lng: -84.429128),  Route carried "on" structure: US 127,  Year Built: 1966,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 10,196 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,527 (year 2018),  Design Load: HS 20,  Features Intersected: BERRY RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.874,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 338,  Subroute: 14),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 64.2 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 16 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4466,  Location: 0.8 MI S OF CO LINE (Lat: 42.411483,  Lng: -84.428989),  Route carried "on" structure: US 127,  Year Built: 1966,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 3.21m (10.53ft),  Average Daily Traffic: 9,599 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,527 (year 2018),  Design Load: HS 20,  Features Intersected: TERRITORIAL RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 15.656,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 89,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 16 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 5029,  Location: 0.50 MILE E OF ALPINE AVE (Lat: 43.072731,  Lng: -85.679572),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 4,784 (year 2005),  Average Future Daily Traffic: 8,130 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: MILL CREEK,  Facility Carried by Structure: 7 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.013,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.4m (17.7ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 40.2 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: Equal to present desirable 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 2021

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Structure Number: 5031,  Location: 0.90 MI E OF WOLVERINE (Lat: 43.117864,  Lng: -85.530936),  Route carried "on" structure: County highway 4162,  Year Built: 1971,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 20,162 (year 2005),  Average Future Daily Traffic: 34,280 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: RUM CREEK,  Facility Carried by Structure: 10 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.334,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  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: 5032,  Location: 0.35 MI W OF PHELPS AVE (Lat: 43.160603,  Lng: -85.737792),  Route carried "on" structure: County highway 4170,  Year Built: 1974,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 3,386 (year 2005),  Average Future Daily Traffic: 5,760 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: NASH CREEK,  Facility Carried by Structure: 13 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.252,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 5034,  Location: 0.20 MI W OF ALPINE AVE (Lat: 43.160547,  Lng: -85.689525),  Route carried "on" structure: County highway 4170,  Year Built: 1922,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 8,792 (year 2005),  Average Future Daily Traffic: 14,950 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: ROGUE RIVER,  Facility Carried by Structure: 13 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.179,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.7m (54.8ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 69.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $30,000,  Total Project Cost: $30,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6259,  Location: 0.3 MI N OF 25 MILE ROAD (Lat: 42.706308,  Lng: -82.959275),  Route carried "on" structure: County highway 2058,  Year Built: 1997,  Status: Open,  Structure Length: 3.54m (11.61ft),  Average Daily Traffic: 9,180 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 16,579 (year 2027),  Design Load: HS 25 or greater,  Features Intersected: M B CLINTON RIVER,  Facility Carried by Structure: ROMEO PLANK RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.616,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.9m (55.4ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 13876,  Location: 0.9 MI W OF MISSION ROAD (Lat: 43.684083,  Lng: -84.785361),  Route carried "on" structure: County highway 3758,  Year Built: 2014,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 3,530 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,240 (year 2022),  Design Load: HS 20,  Features Intersected: LEWIS DRAIN,  Facility Carried by Structure: WEIDMAN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 18.067,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.1m (23.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 43.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13877,  Location: 0.6 MI W OF MISSION ROAD (Lat: 43.683917,  Lng: -84.779861),  Route carried "on" structure: County highway 3758,  Year Built: 2014,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 3,530 (year 2002),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,240 (year 2022),  Design Load: HS 20,  Features Intersected: LEWIS DRAIN,  Facility Carried by Structure: WEIDMAN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 18.511,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 44.7 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: 34.7 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13879,  Location: 0.6 MI S OF WEIDMAN ROAD (Lat: 43.675694,  Lng: -84.727972),  Route carried "on" structure: County highway ,  Year Built: 2014,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 185 (year 2002),  Average Future Daily Traffic: 225 (year 2022),  Design Load: HS 20,  Features Intersected: LEWIS DRAIN,  Facility Carried by Structure: SUMMERTON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.572,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 62.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 1388,  Location: 0.2 MI E OF MISSION ROAD (Lat: 43.683639,  Lng: -84.763600),  Route carried "on" structure: County highway ,  Year Built: 2019,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 198 (year 2018),  Average Future Daily Traffic: 240 (year 2038),  Design Load: Greater than HL93,  Features Intersected: LEWIS DRAIN,  Facility Carried by Structure: WEIDMAN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 19.812,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  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: 11.7m (38.4ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 44.7 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 13881,  Location: 0.1 MI E OF ISABELLA ROAD (Lat: 43.683833,  Lng: -84.745889),  Route carried "on" structure: County highway ,  Year Built: 2014,  Status: Open,  Structure Length: 0.89m (2.92ft),  Average Daily Traffic: 196 (year 2002),  Average Future Daily Traffic: 240 (year 2022),  Design Load: HS 20,  Features Intersected: LEWIS DRAIN,  Facility Carried by Structure: WEIDMAN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.169,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 57.7 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: 44.7 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 14002,  Location: 0.37 MI S BEAL CITY ROAD (Lat: 43.664528,  Lng: -84.708028),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 100 (year 2017),  Average Future Daily Traffic: 100 (year 2037),  Design Load: H 20,  Features Intersected: JORDAN CREEK,  Facility Carried by Structure: LEATON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.539,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Channel: Fair,  Culverts: Poor,  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: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4256,  Location: 3.1 MI N OF US-127BR (Lat: 43.669153,  Lng: -84.758386),  Route carried "under" structure: US 127,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 15,174 (year 2013),  Truck Traffic: 6%,  Features Intersected: US-127,  Facility Carried by Structure: BEAL CITY RD
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 26.071,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.0m (75.5ft)

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Structure Number: 4257,  Location: IN ROSEBUSH (Lat: 43.698439,  Lng: -84.758950),  Route carried "under" structure: US 127,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 14,728 (year 2013),  Truck Traffic: 6%,  Features Intersected: US-127,  Facility Carried by Structure: ROSEBUSH RD
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 29.352,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.4m (70.2ft)

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Structure Number: 4258,  Location: 6.1 MI S OF US-10 (Lat: 43.727936,  Lng: -84.758308),  Route carried "under" structure: US 127,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 16,304 (year 2007),  Truck Traffic: 10%,  Features Intersected: US-127,  Facility Carried by Structure: VERNON RD
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 32.658,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)