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

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Structure Number: 267,  Location: LEE TWP SEC 9 (Lat: 42.485858,  Lng: -86.080864),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 538 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 800 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SCOTT CREEK,  Facility Carried by Structure: 55TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.431,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.5 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: 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: April 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2671,  Location: IN FLINT (Lat: 43.025600,  Lng: -83.681000),  Route carried "on" structure: City street 2002,  Year Built: 1976,  Status: Open,  Structure Length: 5.14m (16.86ft),  Average Daily Traffic: 11,713 (year 1993),  Truck Traffic: 7%,  Average Future Daily Traffic: 12,942 (year 2013),  Design Load: HS 20,  Features Intersected: I-475,  Facility Carried by Structure: W BD LONGWAY BLVD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.309,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.4m (83.3ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 2674,  Location: IN CITY OF FLINT (Lat: 43.042889,  Lng: -83.676317),  Route carried "on" structure: Interstate 475,  Year Built: 1977,  Status: Open,  Structure Length: 4.81m (15.78ft),  Average Daily Traffic: 56,000 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 66,597 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: LEITH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.271,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 149,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 36.5m (119.8ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.3m (79.7ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 37.7m (123.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 78.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.7 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.82m (15.81ft),  Designated Inspection Frequency: Every 16 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $151,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 602,  Location: 1.6 MI N OF ROMEO (Lat: 42.822753,  Lng: -83.019950),  Route carried "on" structure: County highway ,  Year Built: 1926,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 6,560 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,836 (year 2025),  Design Load: H 15,  Features Intersected: EAST POND CREEK,  Facility Carried by Structure: VAN DYKE(OLD M-53)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.095,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6041,  Location: 0.1 MI S OF 33 MILE RD (Lat: 42.816258,  Lng: -83.002575),  Route carried "on" structure: State highway 53,  Year Built: 1990,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 14,182 (year 2007),  Truck Traffic: 17%,  Average Future Daily Traffic: 19,097 (year 2018),  Design Load: HS 20,  Features Intersected: EAST POND CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 31.110,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 81,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.4m (53.8ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 75.7 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 6042,  Location: 3.0 MI S OF ROMEO (Lat: 42.757575,  Lng: -83.013197),  Route carried "on" structure: State highway 53,  Year Built: 1990,  Status: Open,  Structure Length: 5.45m (17.88ft),  Average Daily Traffic: 17,107 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,992 (year 2015),  Design Load: HS 20,  Features Intersected: 29 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 24.358,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 81,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.8 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $391,000,  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: 6222,  Location: 1.9MI EAST OF VAN DYKE (Lat: 42.760022,  Lng: -82.981039),  Route carried "on" structure: County highway 5068,  Year Built: 2017,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 3,715 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 5,478 (year 2037),  Design Load: Greater than HL93,  Features Intersected: HEALY BROOK DRAIN,  Facility Carried by Structure: 29 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.264,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 48.6 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: 37.6 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: 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,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $200,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6223,  Location: 0.5MI E OF ROMEO PLANK RD (Lat: 42.760206,  Lng: -82.950114),  Route carried "on" structure: County highway 5068,  Year Built: 2017,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 3,300 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,000 (year 2037),  Design Load: Greater than HL93,  Features Intersected: CAMP BROOK DRAIN,  Facility Carried by Structure: 29 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.799,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.9m (19.4ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 47.0 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: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6227,  Location: 0.4 MI W OF ROMEO PLANK (Lat: 42.805117,  Lng: -82.968322),  Route carried "on" structure: County highway 5080,  Year Built: 2016,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 16,300 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,600 (year 2035),  Design Load: Greater than HL93,  Features Intersected: N BR CLINTON RIVER,  Facility Carried by Structure: 32 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.825,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 51.5 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: 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: October 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: 6233,  Location: 0.2 MI WEST OF MCFADDEN (Lat: 42.849125,  Lng: -82.978739),  Route carried "on" structure: County highway 5090,  Year Built: 1995,  Status: Open,  Structure Length: 2.43m (7.97ft),  Average Daily Traffic: 1,680 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,497 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: N. BRANCH CLINTON RIVER,  Facility Carried by Structure: ARMADA CENTER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.771,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.1m (75.8ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 96.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 57.7 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 6234,  Location: 0.2 MI W OF ROMEO PLANK (Lat: 42.849164,  Lng: -82.969253),  Route carried "on" structure: County highway 5090,  Year Built: 1975,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,600 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,377 (year 2030),  Design Load: H 20,  Features Intersected: NEWLAND DRAIN,  Facility Carried by Structure: ARMADA CENTER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.545,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Satisfactory,  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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 6262,  Location: 0.7 MI S OF 32 MILE ROAD (Lat: 42.795236,  Lng: -82.962333),  Route carried "on" structure: County highway 5037,  Year Built: 1964,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 5,760 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,559 (year 2029),  Design Load: HS 20,  Features Intersected: N B CLINTON RIVER,  Facility Carried by Structure: ROMEO PLANK RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.498,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.8 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: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 6285,  Location: 0.2 MI EAST OF POWELL RD (Lat: 42.819681,  Lng: -82.976411),  Route carried "on" structure: County highway 5027,  Year Built: 1955,  Status: Posted for load,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 388 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 636 (year 2029),  Design Load: H 15,  Features Intersected: N B CLINTON RIVER,  Facility Carried by Structure: 33 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.787,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Serious,  Channel: Serious,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 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: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $320,000,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6288,  Location: 2.1 MI EAST OF VAN DYKE (Lat: 42.834417,  Lng: -82.980914),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.73m (5.68ft),  Average Daily Traffic: 331 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 543 (year 2029),  Design Load: HS 20,  Features Intersected: NORTH BRANCH CLINTON R,  Facility Carried by Structure: 34 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.809,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  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: 12.0m (39.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.3 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: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 629,  Location: 0.1 MI E OF ROMEO PLANK (Lat: 42.863847,  Lng: -82.964217),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 70 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 126 (year 2030),  Design Load: H 20,  Features Intersected: NEWLAND DRAIN,  Facility Carried by Structure: IRWIN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.074,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Fair,  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: 93.6 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 6297,  Location: 0.2 MI N OF 34 MILE ROAD (Lat: 42.838108,  Lng: -82.973950),  Route carried "on" structure: County highway ,  Year Built: 1953,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 186 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 277 (year 2030),  Design Load: H 20,  Features Intersected: NEWLAND DRAIN,  Facility Carried by Structure: MC FADDEN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.041,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  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: 70.3 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $280,000,  Roadway Improvement Cost: $160,000

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Structure Number: 63,  Location: 0.2 MI SOUTH OF IRWIN RD (Lat: 42.860567,  Lng: -82.964975),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Posted for load,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 260 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 386 (year 2030),  Design Load: H 20,  Features Intersected: NEWLAND DRAIN,  Facility Carried by Structure: ROMEO PLANK ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.758,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Operating Rating: 17.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 10.4 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021

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Structure Number: 6301,  Location: 1.1 MI WEST OF VAN DYKE (Lat: 42.809281,  Lng: -83.043950),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 398 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 719 (year 2029),  Design Load: HS 20,  Features Intersected: EAST MILL LAKE OUTLET,  Facility Carried by Structure: GATES ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.976,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.3m (56.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 87.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 52.2 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 desirable 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 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: 6302,  Location: JUST WEST OF CAMP GROUND (Lat: 42.816747,  Lng: -83.040444),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 240 (year 2005),  Truck Traffic: 2%,  Average Future Daily Traffic: 357 (year 2025),  Design Load: H 20,  Features Intersected: EAST MILL LAKE OUTLET,  Facility Carried by Structure: 33 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.106,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Satisfactory,  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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 6305,  Location: 300 FT NORTH OF 33 MILE (Lat: 42.817714,  Lng: -83.039486),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 340 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 505 (year 2029),  Design Load: H 20,  Features Intersected: EAST MILL LAKE OUTLET,  Facility Carried by Structure: CAMP GROUND ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.375,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 64.5 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021

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Structure Number: 6306,  Location: AT MCVICAR AND 33 MILE RD (Lat: 42.817833,  Lng: -83.009842),  Route carried "on" structure: County highway 5027,  Year Built: 1955,  Status: Posted for load,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,380 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,262 (year 2029),  Design Load: H 15,  Features Intersected: EAST POND CREEK,  Facility Carried by Structure: MCVICAR ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.882,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Channel: Fair,  Culverts: Serious,  Operating Rating: 16.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 10.0 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: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021

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Structure Number: 6366,  Location: 0.4 MI W OF ROMEO PLANK (Lat: 42.745467,  Lng: -82.967731),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 160 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 238 (year 2029),  Design Load: H 20,  Features Intersected: HEALY BROOK DRAIN,  Facility Carried by Structure: 28 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.575,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Satisfactory,  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: 62.2 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 638,  Location: 0.4 MI E OF ROMEO PLANK (Lat: 42.789456,  Lng: -82.953097),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Posted for load,  Structure Length: 1.64m (5.38ft),  Average Daily Traffic: 497 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 738 (year 2029),  Design Load: HS 20,  Features Intersected: N BRANCH CLINTON RIVER,  Facility Carried by Structure: 31 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.479,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.6 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: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  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: 6383,  Location: 0.25 MI S OF 28 MILE RD (Lat: 42.740297,  Lng: -82.977867),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 0.71m (2.33ft),  Average Daily Traffic: 210 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 312 (year 2029),  Design Load: H 20,  Features Intersected: PRICE BROOK DRAIN,  Facility Carried by Structure: HAYES ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.070,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.0m (16.4ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 6388,  Location: 200 FT NORTH OF 32 MILE (Lat: 42.804406,  Lng: -82.980103),  Route carried "on" structure: County highway 5027,  Year Built: 1964,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 5,560 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,113 (year 2029),  Design Load: H 20,  Features Intersected: EAST POND CREEK,  Facility Carried by Structure: POWELL ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.919,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 16.2 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 6406,  Location: 1.3 MI EAST OF VAN DYKE (Lat: 42.773903,  Lng: -82.990950),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 350 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 632 (year 2029),  Design Load: HS 20,  Features Intersected: HEALY BROOK DRAIN,  Facility Carried by Structure: 30 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.485,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.3m (33.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 31.7m (104.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 34.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Other

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Structure Number: 13012,  Location: BRUCE TWP SEC 26-35 (Lat: 42.817803,  Lng: -83.003553),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 12.12m (39.76ft),  Average Daily Traffic: 2,000 (year 2002),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,000 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: M-53,  Facility Carried by Structure: 33 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.552,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.3m (138.8ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 82.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 13015,  Location: WASHINGTON SEC TWP 22-27 (Lat: 42.743283,  Lng: -83.021447),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 9.97m (32.71ft),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,000 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: M-53,  Facility Carried by Structure: 28 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.166,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.2m (43.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.2m (112.2ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.3 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 13018,  Location: WASHINGTON TWP SEC 14-23 (Lat: 42.757586,  Lng: -83.012583),  Route carried "on" structure: State highway 53,  Year Built: 2002,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 17,107 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 27,000 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: 29 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 24.345,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 421,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 13.8m (45.3ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 88.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 13021,  Location: WASHINGTON TWP SEC 2-11 (Lat: 42.786797,  Lng: -83.005228),  Route carried "on" structure: State highway 53,  Year Built: 2002,  Status: Open,  Structure Length: 4.16m (13.65ft),  Average Daily Traffic: 17,107 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,000 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: 31 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 27.725,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 421,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 13.8m (45.3ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.2m (56.4ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.2 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 13022,  Location: WASHINGTON TWP SEC 2-11 (Lat: 42.786789,  Lng: -83.005711),  Route carried "on" structure: State highway 53,  Year Built: 2002,  Status: Open,  Structure Length: 4.16m (13.65ft),  Average Daily Traffic: 17,107 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,000 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: 31 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 27.743,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 81,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 13.8m (45.3ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.2m (56.4ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.5 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 13038,  Location: BRUCE TWP SEC 35-36 (Lat: 42.816233,  Lng: -83.002061),  Route carried "on" structure: State highway 53,  Year Built: 2002,  Status: Open,  Structure Length: 2.30m (7.55ft),  Average Daily Traffic: 14,182 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,000 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: EAST POND CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 31.086,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 421,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.7 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: 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: December 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: 13573,  Location: 0.2 MI S OF 29 MILE RD (Lat: 42.754167,  Lng: -83.003722),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 150 (year 2007),  Average Future Daily Traffic: 165 (year 2022),  Design Load: HS 20,  Features Intersected: PRICE BROOK DRAIN,  Facility Carried by Structure: CRIMSON DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.398,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.4m (24.3ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 56.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 34.0 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: August 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6042,  Location: 3.0 MI S OF ROMEO (Lat: 42.757575,  Lng: -83.013197),  Route carried "under" structure: County highway ,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 4,520 (year 1996),  Truck Traffic: 3%,  Features Intersected: 29 MILE RD,  Facility Carried by Structure: M-53 SB
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 3.610,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 13012,  Location: BRUCE TWP SEC 26-35 (Lat: 42.817803,  Lng: -83.003553),  Route carried "under" structure: State highway 53,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 28,364 (year 2007),  Truck Traffic: 7%,  Features Intersected: M-53,  Facility Carried by Structure: 33 MILE RD
Minimum Vertical Clearance: 6.81m (22.34ft),  Kilometerpoint: 31.298,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 42.3m (138.8ft)

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Structure Number: 13015,  Location: WASHINGTON SEC TWP 22-27 (Lat: 42.743283,  Lng: -83.021447),  Route carried "under" structure: State highway 53,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 34,214 (year 2007),  Truck Traffic: 7%,  Features Intersected: M-53,  Facility Carried by Structure: 28 MILE RD
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 22.544,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.2m (112.2ft)

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Structure Number: 13018,  Location: WASHINGTON TWP SEC 14-23 (Lat: 42.757586,  Lng: -83.012583),  Route carried "under" structure: County highway ,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 0000),  Truck Traffic: 7%,  Features Intersected: 29 MILE RD,  Facility Carried by Structure: M-53 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.660,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 13021,  Location: WASHINGTON TWP SEC 2-11 (Lat: 42.786797,  Lng: -83.005228),  Route carried "under" structure: County highway ,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 0000),  Features Intersected: 31 MILE RD,  Facility Carried by Structure: M-53 NB
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 8.174,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 17.2m (56.4ft)

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Structure Number: 13022,  Location: WASHINGTON TWP SEC 2-11 (Lat: 42.786789,  Lng: -83.005711),  Route carried "under" structure: County highway ,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 0000),  Features Intersected: 31 MILE RD,  Facility Carried by Structure: M-53 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.136,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 17.2m (56.4ft)

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Structure Number: 13406,  Location: 0.4 MI N OF 32 MILE RD (Lat: 42.807958,  Lng: -83.001019),  Route carried "under" structure: State highway 53,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 21,200 (year 2006),  Truck Traffic: 15%,  Features Intersected: M-53,  Facility Carried by Structure: MACOMB-ORCHARD TRL
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 30.168,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)