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

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Structure Number: 714,  Location: 1000 FT E OF CARTER RD (Lat: 43.739933,  Lng: -84.123458),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 542 (year 2000),  Truck Traffic: 7%,  Average Future Daily Traffic: 867 (year 2020),  Design Load: HS 20,  Features Intersected: N BR KAWKAWLIN RIVER,  Facility Carried by Structure: LINWOOD ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.505,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 7 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $370,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $480,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 741,  Location: 1000 FT N OF NEUMAN RD (Lat: 43.841906,  Lng: -84.006408),  Route carried "on" structure: County highway ,  Year Built: 1935,  Status: Posted for load,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 393 (year 2000),  Truck Traffic: 7%,  Average Future Daily Traffic: 472 (year 2020),  Design Load: H 15,  Features Intersected: PINCONNING RIVER,  Facility Carried by Structure: FRASER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 19.376,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Poor,  Superstructure: Critical,  Substructure: Poor,  Channel: Poor,  Operating Rating: 15.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 9.4 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 replacement,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.30m (4.27ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $218,000,  Roadway Improvement Cost: $70,000,  Total Project Cost: $300,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7124,  Location: IN MONROE (Lat: 41.924089,  Lng: -83.414536),  Route carried "on" structure: US 24,  Year Built: 1988,  Status: Open,  Structure Length: 16.06m (52.69ft),  Average Daily Traffic: 27,951 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 33,773 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: RAISIN RIVER & ELM AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 24.527,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 430,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 1,  Length of Maximum Span: 22.8m (74.8ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 7125,  Location: 1.1 MI SW OF M-125 JNCT (Lat: 41.967242,  Lng: -83.383822),  Route carried "on" structure: US 24,  Year Built: 2006,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 18,282 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,795 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 30.059,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 430,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7128,  Location: 2.8 MI N OF MONROE (Lat: 41.955250,  Lng: -83.396639),  Route carried "on" structure: US 24,  Year Built: 2012,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 22,800 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 25,400 (year 2031),  Design Load: Greater than HL93,  Features Intersected: LITTLE SANDY CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 28.293,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 430,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 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: 19.8m (65.0ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 46.0 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: 35.3 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7129,  Location: 1.5 MI SW OF M-125 (Lat: 41.964044,  Lng: -83.388722),  Route carried "on" structure: US 24,  Year Built: 1925,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 4.20m (13.78ft),  Average Daily Traffic: 18,282 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,700 (year 2025),  Design Load: HS 20,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 29.508,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 430,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.1m (46.3ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.2 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,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 713,  Location: 0.1 MI NE OF JCT M-125 (Lat: 41.981778,  Lng: -83.371597),  Route carried "on" structure: US 24,  Year Built: 1931,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 19,500 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,650 (year 2034),  Design Load: HS 20,  Features Intersected: STONY CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 31.980,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 430,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: 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: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 714,  Location: IN MONROE (Lat: 41.917650,  Lng: -83.396700),  Route carried "on" structure: State highway 125,  Year Built: 1927,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 21,209 (year 2007),  Average Future Daily Traffic: 28,912 (year 2018),  Design Load: H 20,  Features Intersected: RAISIN RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 23.932,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7141,  Location: 2.3 MI S OF US-24 (Lat: 41.948872,  Lng: -83.382631),  Route carried "on" structure: State highway 125,  Year Built: 2005,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 14,211 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,355 (year 2018),  Design Load: HL 93,  Features Intersected: LITTLE SANDY CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 27.638,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.2m (30.2ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 7142,  Location: 1.5 MI S OF US-24 (Lat: 41.958986,  Lng: -83.377033),  Route carried "on" structure: State highway 125,  Year Built: 2005,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 14,211 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,355 (year 2018),  Design Load: HL 93,  Features Intersected: BR SANDY CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 28.853,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.2m (30.2ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7166,  Location: IN MONROE (Lat: 41.893425,  Lng: -83.379294),  Route carried "on" structure: Interstate 75,  Year Built: 1955,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 31,883 (year 2007),  Truck Traffic: 23%,  Average Future Daily Traffic: 37,142 (year 2018),  Design Load: HS 20,  Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 20.422,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 122,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.8m (58.4ft)

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

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Structure Number: 7167,  Location: IN MONROE (Lat: 41.893561,  Lng: -83.379544),  Route carried "on" structure: Interstate 75,  Year Built: 1955,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 31,883 (year 2007),  Truck Traffic: 23%,  Average Future Daily Traffic: 37,142 (year 2018),  Design Load: HS 20,  Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 20.427,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 122,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.8m (58.4ft)

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

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Structure Number: 7168,  Location: IN MONROE (Lat: 41.911889,  Lng: -83.365111),  Route carried "on" structure: Interstate 75,  Year Built: 1955,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 63,962 (year 2007),  Truck Traffic: 22%,  Average Future Daily Traffic: 74,644 (year 2018),  Design Load: HS 20,  Features Intersected: PAPER CO WATER MAINS
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 22.741,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 122,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 35.7m (117.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 36.5m (119.8ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.0 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: 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: Latex Concrete

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Structure Number: 7172,  Location: IN MONROE (Lat: 41.899036,  Lng: -83.374003),  Route carried "on" structure: Interstate 75,  Year Built: 1954,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 63,766 (year 2007),  Truck Traffic: 23%,  Average Future Daily Traffic: 74,284 (year 2018),  Design Load: HS 20,  Features Intersected: CN, GTW & NS RR'S
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 21.185,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 122,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 34.3m (112.5ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 83.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $74,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7173,  Location: IN MONROE OVER FRONT ST (Lat: 41.904328,  Lng: -83.369975),  Route carried "on" structure: Interstate 75,  Year Built: 1955,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 28.36m (93.04ft),  Average Daily Traffic: 67,800 (year 2019),  Truck Traffic: 25%,  Average Future Daily Traffic: 74,900 (year 2039),  Design Load: HS 20,  Features Intersected: CONRAIL ,RAISIN R, FRONT
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 21.860,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 122,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 39 degrees,  Navigation Control: Yes ( Vertical Clearance: 0.3m (1.0ft), Horizontal Clearance: 43.9m (144.0ft)),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 8,  Length of Maximum Span: 48.1m (157.8ft),  Curb-To-Curb Width: 32.7m (107.3ft),  Out-to-Out Width: 34.6m (113.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.3 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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 15 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: March 2021,  Critical Feature Inspection Date: March 2021,  Underwater Inspection Date: October 2018,  Other Special Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7174,  Location: IN MONROE (Lat: 41.905783,  Lng: -83.368900),  Route carried "on" structure: Interstate 75,  Year Built: 1955,  Status: Open,  Structure Length: 5.96m (19.55ft),  Average Daily Traffic: 63,962 (year 2007),  Truck Traffic: 22%,  Average Future Daily Traffic: 74,644 (year 2018),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 22.046,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 122,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.1m (72.5ft),  Curb-To-Curb Width: 33.7m (110.6ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 91.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7185,  Location: @ OLD M-50 (Lat: 41.926786,  Lng: -83.359617),  Route carried "on" structure: County highway 2016,  Year Built: 1956,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 15,000 (year 1995),  Truck Traffic: 7%,  Average Future Daily Traffic: 21,075 (year 2010),  Design Load: HS 20,  Features Intersected: I-75,  Facility Carried by Structure: NORTH DIXIE HWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.804,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 22.8m (74.8ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.4m (76.8ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.5 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: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7188,  Location: 1.2 MI NE OF M-50 (Lat: 41.944514,  Lng: -83.362969),  Route carried "on" structure: Interstate 75,  Year Built: 2015,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 25,200 (year 2013),  Truck Traffic: 26%,  Average Future Daily Traffic: 35,600 (year 2035),  Design Load: Greater than HL93,  Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.549,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 122,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 18.1m (59.4ft),  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: 29.0m (95.1ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 57.3 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: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7195,  Location: 0.7 MI N OF M-50 (Lat: 41.936528,  Lng: -83.359733),  Route carried "on" structure: Interstate 75,  Year Built: 1956,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 10.56m (34.65ft),  Average Daily Traffic: 65,200 (year 2013),  Truck Traffic: 21%,  Average Future Daily Traffic: 71,200 (year 2035),  Design Load: Greater than HL93,  Features Intersected: NS & CN RAILROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 25.652,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 122,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 36.7m (120.4ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.5m (83.7ft),  Curb-To-Curb Width: 36.2m (118.8ft),  Out-to-Out Width: 38.2m (125.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 70.6 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: 54.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7196,  Location: 0.9 MI N OF M-50 (Lat: 41.940064,  Lng: -83.361261),  Route carried "on" structure: Interstate 75,  Year Built: 1955,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 6.27m (20.57ft),  Average Daily Traffic: 65,200 (year 2013),  Truck Traffic: 21%,  Average Future Daily Traffic: 71,200 (year 2035),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 26.034,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 122,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.7m (74.5ft),  Curb-To-Curb Width: 36.2m (118.8ft),  Out-to-Out Width: 38.3m (125.7ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.5 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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Total Project Cost: $6,000,  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: 7197,  Location: 1.0 MI NE OF M-50, SANDY (Lat: 41.940817,  Lng: -83.361611),  Route carried "on" structure: Interstate 75,  Year Built: 1955,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 4.52m (14.83ft),  Average Daily Traffic: 65,200 (year 2013),  Truck Traffic: 21%,  Average Future Daily Traffic: 71,200 (year 2035),  Design Load: HS 20,  Features Intersected: SANDY CREEK RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 26.122,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 122,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 30.4m (99.7ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 36.2m (118.8ft),  Out-to-Out Width: 38.4m (126.0ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.0 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: 44.1 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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7198,  Location: 1.4 MI NE OF M-50 (Lat: 41.946517,  Lng: -83.363053),  Route carried "on" structure: County highway ,  Year Built: 1956,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 1,970 (year 1995),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,970 (year 2015),  Design Load: HS 15,  Features Intersected: I-75,  Facility Carried by Structure: HURD RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.909,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.68m (25.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $88,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $104,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7265,  Location: 2.55 MI W OF US 24 (Lat: 41.935492,  Lng: -83.460939),  Route carried "on" structure: County highway 2016,  Year Built: 1928,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 6,582 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,500 (year 2026),  Features Intersected: WILLOW RUN,  Facility Carried by Structure: NORTH CUSTER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 27.862,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Good,  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: 32.1 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7273,  Location: 0.2 MI S OF HURD RD (Lat: 41.946758,  Lng: -83.367858),  Route carried "on" structure: County highway 2016,  Year Built: 1976,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 6,120 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,036 (year 2036),  Design Load: HS 20,  Features Intersected: SANDY CREEK,  Facility Carried by Structure: VIVIAN RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.874,  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: 9.5m (31.2ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 45.4 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: 35.0 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 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7296,  Location: 1.85 MI N OF I 75 (Lat: 41.903850,  Lng: -83.397681),  Route carried "on" structure: County highway 2016,  Year Built: 1928,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 4,010 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,067 (year 2037),  Design Load: HS 20,  Features Intersected: PLUM CREEK,  Facility Carried by Structure: LAPLAISANCE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.040,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 10.9m (35.8ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Inventory Rating: 69.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 73,  Location: .10 MI NORTH OF M 50 (Lat: 41.935097,  Lng: -83.462003),  Route carried "on" structure: County highway 2016,  Year Built: 1968,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 5,940 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,600 (year 2029),  Design Load: HS 20,  Features Intersected: RIVER RAISIN,  Facility Carried by Structure: RAISINVILLE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.993,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 42.8 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: 33.0 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 minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7356,  Location: .2 MI N OF SANDY CREEK RD (Lat: 41.940958,  Lng: -83.355269),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 390 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 449 (year 2037),  Design Load: HS 20,  Features Intersected: SANDY CREEK,  Facility Carried by Structure: YAX ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.261,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.7m (41.7ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 76.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 7357,  Location: 0.1 MI W OF M 125 (Lat: 41.959800,  Lng: -83.377617),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 1,090 (year 2018),  Truck Traffic: 21%,  Average Future Daily Traffic: 1,253 (year 2038),  Design Load: HS 20,  Features Intersected: SANDY CREEK,  Facility Carried by Structure: HURD ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.272,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.8m (22.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Channel: Poor,  Culverts: Good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7358,  Location: 0.8 MI N OF NADEAU ROAD (Lat: 41.973697,  Lng: -83.356028),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Posted for load,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 1,550 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,783 (year 2037),  Design Load: HS 20,  Features Intersected: STONY CREEK,  Facility Carried by Structure: WAR ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.218,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.8m (48.6ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 38.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 23.0 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7394,  Location: 1 MI N OF BLUEBUSH ROAD (Lat: 41.991347,  Lng: -83.438281),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 670 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 770 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SANDY CREEK,  Facility Carried by Structure: GRUBER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.584,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 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: 7.9m (25.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 7406,  Location: IN MONROE (Lat: 41.902697,  Lng: -83.358456),  Route carried "on" structure: City street ,  Year Built: 1927,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 1.63m (5.35ft),  Average Daily Traffic: 5,435 (year 1996),  Truck Traffic: 21%,  Average Future Daily Traffic: 8,000 (year 2016),  Design Load: H 20,  Features Intersected: MASON RUN DRAIN,  Facility Carried by Structure: E ELM AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 37.377,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.1m (49.5ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.1 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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,  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: 7407,  Location: IN MONROE (Lat: 41.920036,  Lng: -83.409058),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 9,200 (year 1999),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,100 (year 2016),  Design Load: HS 20+Mod,  Features Intersected: RIVER RAISIN,  Facility Carried by Structure: ROESSLER STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.980,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.7 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7408,  Location: IN MONROE (Lat: 41.916667,  Lng: -83.393911),  Route carried "on" structure: City street ,  Year Built: 1920,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 5,860 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,525 (year 2029),  Design Load: Greater than HL93,  Features Intersected: RIVER RAISIN,  Facility Carried by Structure: MACOMB STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.729,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.8 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: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7409,  Location: AT SO CITY LINE (Lat: 41.902528,  Lng: -83.392928),  Route carried "on" structure: City street ,  Year Built: 1956,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 2,080 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,320 (year 2032),  Design Load: HS 20,  Features Intersected: PLUM CREEK,  Facility Carried by Structure: KENTUCKY AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.191,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 82.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 55.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 741,  Location: IN MONROE (Lat: 41.913258,  Lng: -83.380447),  Route carried "on" structure: City street ,  Year Built: 1971,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 15.24m (50.00ft),  Average Daily Traffic: 4,823 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,400 (year 2032),  Design Load: HS 20,  Features Intersected: RIVER RAISIN,  Facility Carried by Structure: WINCHESTER STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.312,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.2 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,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 12789,  Location: 0.1 MI. S. OF STEWART RD. (Lat: 41.957333,  Lng: -83.454706),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 2,490 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,863 (year 2035),  Design Load: H 20,  Features Intersected: MASON RUN DRAIN,  Facility Carried by Structure: RAISINVILLE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.453,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 38.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 1279,  Location: .3 MI. N. OF N. CUSTER RD (Lat: 41.940967,  Lng: -83.463769),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 2,490 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,863 (year 2035),  Design Load: H 20,  Features Intersected: WILLOW RUN DRAIN,  Facility Carried by Structure: RAISINVILLE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.486,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 13865,  Location: 1.2 MI NE OF M-50 (Lat: 41.944567,  Lng: -83.363167),  Route carried "on" structure: Interstate 75,  Year Built: 2016,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 25,200 (year 2013),  Truck Traffic: 26%,  Average Future Daily Traffic: 35,600 (year 2035),  Design Load: Greater than HL93,  Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 26.547,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 122,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 18.1m (59.4ft),  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: 29.0m (95.1ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 67.7 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: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing