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

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Structure Number: 7122,  Location: 4.1 MI SW OF M-50 (Lat: 41.869447,  Lng: -83.456539),  Route carried "on" structure: US 24,  Year Built: 1924,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 7,446 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,475 (year 2018),  Design Load: H 15,  Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.419,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 430,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 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: 7138,  Location: 4.7 MI SW OF M-50 (Lat: 41.866944,  Lng: -83.453339),  Route carried "on" structure: State highway 125,  Year Built: 1964,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 2.45m (8.04ft),  Average Daily Traffic: 8,305 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,636 (year 2018),  Design Load: HS 20,  Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.474,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.3m (40.4ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.2 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,  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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7139,  Location: 1.1 MI SW OF M-50 (Lat: 41.904403,  Lng: -83.407847),  Route carried "on" structure: State highway 125,  Year Built: 1985,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 18,902 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,000 (year 2017),  Design Load: HS 20,  Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 22.194,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 43.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 16.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  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,  Bridge Improvement Cost: $120,000,  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: 7164,  Location: 4.2 MI SW OF M-50 (Lat: 41.874989,  Lng: -83.397406),  Route carried "on" structure: Interstate 75,  Year Built: 1954,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 30,558 (year 2007),  Truck Traffic: 24%,  Average Future Daily Traffic: 34,683 (year 2018),  Design Load: HS 20,  Features Intersected: LAPLAISANCE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.882,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 122,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.4 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 desirable criteria,  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: 7165,  Location: 4.2 MI SW OF M-50 (Lat: 41.875139,  Lng: -83.397625),  Route carried "on" structure: Interstate 75,  Year Built: 1954,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 30,558 (year 2007),  Truck Traffic: 24%,  Average Future Daily Traffic: 34,683 (year 2018),  Design Load: HS 20,  Features Intersected: LAPLAISANCE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.888,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 122,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7169,  Location: 4.2 MI SW OF M-50 (Lat: 41.874647,  Lng: -83.396906),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1975,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 51,000 (year 1993),  Truck Traffic: 27%,  Average Future Daily Traffic: 58,650 (year 2013),  Design Load: HS 25 or greater,  Features Intersected: LAPLAISANCE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.299,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: 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: 64.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  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: Monolithic Concrete

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Structure Number: 7182,  Location: 2.5 MI SW OF MONROE (Lat: 41.860533,  Lng: -83.408242),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 610 (year 1995),  Truck Traffic: 3%,  Average Future Daily Traffic: 610 (year 2015),  Design Load: H 20,  Features Intersected: I-75,  Facility Carried by Structure: MORTAR CREEK RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.992,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.5m (119.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 80.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.0 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7183,  Location: 3.9 MI SW OF M-50 (Lat: 41.877858,  Lng: -83.394578),  Route carried "on" structure: County highway 2016,  Year Built: 2021,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 3,500 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,025 (year 2037),  Design Load: Greater than HL93,  Features Intersected: I-75,  Facility Carried by Structure: LAPLAISANCE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.143,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.5m (93.5ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 49.6 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: 38.2 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: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 19 months,  Inspection Date: November 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: 7243,  Location: 4.2 MI E OF US 25 (Lat: 41.857989,  Lng: -83.396414),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 350 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 403 (year 2034),  Design Load: HS 20,  Features Intersected: WOODCHUCK CREEK,  Facility Carried by Structure: LAPLAISANCE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.820,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 82.9 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: 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 7244,  Location: 0.25 M S OF I-75 (Lat: 41.874558,  Lng: -83.394175),  Route carried "on" structure: County highway 2016,  Year Built: 1988,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 7,130 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,198 (year 2037),  Design Load: HS 20,  Features Intersected: LAPLAISANCE CREEK,  Facility Carried by Structure: LAPLAISANCE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.206,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Channel: Good,  Culverts: Poor,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 24.0 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 desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021

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Structure Number: 7367,  Location: .04 MI N OF S OTTER CR RD (Lat: 41.874161,  Lng: -83.489517),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Posted for load,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 230 (year 2016),  Truck Traffic: 1%,  Average Future Daily Traffic: 265 (year 2036),  Design Load: H 20,  Features Intersected: OTTER CREEK,  Facility Carried by Structure: GOUTZ ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.101,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 31.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 17.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal 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: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7388,  Location: 0.1 MI NE OF HULL ROAD (Lat: 41.875792,  Lng: -83.398036),  Route carried "on" structure: County highway ,  Year Built: 1955,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 2,410 (year 2014),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,771 (year 2034),  Design Load: H 15,  Features Intersected: LAPLAISANCE CREEK,  Facility Carried by Structure: ALBAIN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.359,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.0m,  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 76.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7182,  Location: 2.5 MI SW OF MONROE (Lat: 41.860533,  Lng: -83.408242),  Route carried "under" structure: Interstate 75,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 61,116 (year 2007),  Truck Traffic: 24%,  Features Intersected: I-75,  Facility Carried by Structure: MORTAR CREEK RD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 16.039,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.5m (119.8ft)

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Structure Number: 7183,  Location: 3.9 MI SW OF M-50 (Lat: 41.877858,  Lng: -83.394578),  Route carried "under" structure: Interstate 75,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 65,850 (year 2017),  Truck Traffic: 26%,  Features Intersected: I-75,  Facility Carried by Structure: LAPLAISANCE RD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 18.278,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.5m (93.5ft)