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

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Structure Number: 7023,  Location: .3 MI N OF OSCEOLA CO LIN (Lat: 44.167933,  Lng: -85.153014),  Route carried "on" structure: State highway 66,  Year Built: 1929,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,485 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,623 (year 2018),  Design Load: H 15,  Features Intersected: MIDDLE BR CLAM RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.454,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 128,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 49.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 7024,  Location: 2.7 MI E OF MCBAIN (Lat: 44.193517,  Lng: -85.158614),  Route carried "on" structure: State highway 66,  Year Built: 1933,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,546 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,455 (year 2018),  Design Load: H 15,  Features Intersected: N BR CLAM RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 18.336,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 128,  Subroute: 2),  Owner: State 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: 8.2m (26.9ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: 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: 63.8 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 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: August 2020,  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: 7029,  Location: 3.4 MI W OF ROSCOMMON COL (Lat: 44.335875,  Lng: -84.921583),  Route carried "on" structure: State highway 55,  Year Built: 1931,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 4,338 (year 2007),  Truck Traffic: 15%,  Average Future Daily Traffic: 5,507 (year 2018),  Design Load: H 15,  Features Intersected: W BR MUSKEGON RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 23.385,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 357,  Subroute: 41),  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7033,  Location: 8 MI E OF CADILLAC (Lat: 44.264064,  Lng: -85.257586),  Route carried "on" structure: State highway 55,  Year Built: 1973,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 5,113 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,867 (year 2018),  Design Load: HS 20,  Features Intersected: CLAM RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.438,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 128,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.38m (11.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $78,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $46,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 7034,  Location: SECTION 23/26 T21N R7W (Lat: 44.193314,  Lng: -85.123597),  Route carried "on" structure: County highway 5710,  Year Built: 1974,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 600 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,100 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: NORTH BRANCH CLAM RIVER,  Facility Carried by Structure: STONEY CORNER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 15.537,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021

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Structure Number: 7052,  Location: SECTION 28/29 T22N R5W (Lat: 44.275211,  Lng: -84.933239),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 50 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 90 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: BUTTERFIELD CREEK,  Facility Carried by Structure: MCVETY RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.473,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 53.5 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 desirable 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: May 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7858,  Location: N LTS OF DETROIT (Lat: 42.446358,  Lng: -83.124739),  Route carried "on" structure: State highway 1,  Year Built: 1956,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 7.78m (25.52ft),  Average Daily Traffic: 19,126 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 53,400 (year 2023),  Design Load: HS 25 or greater,  Features Intersected: M-102 (8 MI RD) & RAMPS
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.035,  Lanes on structure: 6,  Lanes under structure: 12,  Base Highway Network: Yes (Inventory Route: 159,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.7m (71.2ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 27.3m (89.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.7 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 7859,  Location: @ N LTS OF DETROIT (Lat: 42.446514,  Lng: -83.124658),  Route carried "on" structure: Ramp State highway 1,  Year Built: 1956,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 3,095 (year 1999),  Truck Traffic: 18%,  Average Future Daily Traffic: 3,466 (year 2014),  Design Load: HS 20,  Features Intersected: M-102 (8 MILE RD)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.035,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 50.2 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: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 786,  Location: AT N LTS OF DETROIT (Lat: 42.446497,  Lng: -83.125275),  Route carried "on" structure: Ramp State highway 1,  Year Built: 1956,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 3.67m (12.04ft),  Average Daily Traffic: 3,095 (year 1999),  Truck Traffic: 18%,  Average Future Daily Traffic: 3,466 (year 2014),  Design Load: HS 25 or greater,  Features Intersected: M-102 (8 MILE RD)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.035,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 4.7m (15.4ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 84.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 50.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 10242,  Location: SEC. 14-15 WALES TWP. (Lat: 42.955764,  Lng: -82.663767),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1920,  Status: Posted for load,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 475 (year 1994),  Truck Traffic: 4%,  Average Future Daily Traffic: 855 (year 2014),  Design Load: HS 20+Mod,  Features Intersected: UNNAMED CREEK,  Facility Carried by Structure: GOODELLS ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.213,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 28.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $484,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $527,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10354,  Location: 2 MI N OF BURR OAK (Lat: 41.884103,  Lng: -85.331097),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 433 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 596 (year 2023),  Features Intersected: BIG SWAN CREEK,  Facility Carried by Structure: MIDDLE COLON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.904,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 87.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 62.5 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 desirable criteria,  Deck Geometry: 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: November 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10356,  Location: 1 MI N OF THREE RIVERS (Lat: 41.970139,  Lng: -85.647489),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 3.56m (11.68ft),  Average Daily Traffic: 219 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 341 (year 2023),  Design Load: HS 20,  Features Intersected: ROCKY RIVER,  Facility Carried by Structure: COWLING ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.772,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 70.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10364,  Location: 2 MI E OF CENTREVILLE (Lat: 41.920581,  Lng: -85.487647),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Posted for load,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 333 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 470 (year 2023),  Design Load: H 20,  Features Intersected: PRAIRIE RIVER,  Facility Carried by Structure: RAMBADT ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.928,  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: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10365,  Location: 2 MI NE OF CENTREVILLE (Lat: 41.942858,  Lng: -85.487992),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 99 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 135 (year 2023),  Design Load: HS 20,  Features Intersected: SPRING CREEK,  Facility Carried by Structure: RAMBADT ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.365,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.0m (16.4ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: November 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10703,  Location: 6.0 MI E OF BERRIEN COL (Lat: 42.195322,  Lng: -86.108422),  Route carried "on" structure: County highway 8039,  Year Built: 1960,  Status: Open,  Structure Length: 8.25m (27.07ft),  Average Daily Traffic: 2,830 (year 1997),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,255 (year 2017),  Design Load: H 15,  Features Intersected: I-94,  Facility Carried by Structure: 58 TH ST (CR681)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.903,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.9 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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1071,  Location: 0.6 MI W OF M-40 (Lat: 42.205897,  Lng: -85.901583),  Route carried "on" structure: Interstate 94,  Year Built: 1960,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 4.44m (14.57ft),  Average Daily Traffic: 15,986 (year 2007),  Truck Traffic: 24%,  Average Future Daily Traffic: 25,540 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: S BR PAW PAW RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 27.139,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 58,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.0m (49.2ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: 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: 59.6 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: 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 10718,  Location: AT M-40 (Lat: 42.206147,  Lng: -85.889594),  Route carried "on" structure: State highway 40,  Year Built: 1960,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 9.63m (31.59ft),  Average Daily Traffic: 8,601 (year 2007),  Truck Traffic: 28%,  Average Future Daily Traffic: 45,000 (year 2026),  Design Load: HS 20,  Features Intersected: I-94
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.753,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 57,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.8m (107.6ft),  Curb-To-Curb Width: 15.7m (51.5ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 56.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Other Special Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11142,  Location: W LTS OF DETROIT (Lat: 42.328733,  Lng: -83.156675),  Route carried "on" structure: State highway 153,  Year Built: 1949,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 5.59m (18.34ft),  Average Daily Traffic: 14,956 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 17,375 (year 2018),  Design Load: HS 20,  Features Intersected: I-94,  Facility Carried by Structure: WYOMING AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.132,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 470,  Subroute: 72),  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.3m (56.8ft),  Curb or Sidewalk Widths: Left: 3.9m (12.8ft),  Right: 3.9m (12.8ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 26.8m (87.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: 63.8 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 11169,  Location: IN DETROIT (Lat: 42.329278,  Lng: -83.154278),  Route carried "on" structure: City street 2000,  Year Built: 1950,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 6.44m (21.13ft),  Average Daily Traffic: 9,840 (year 2007),  Average Future Daily Traffic: 10,000 (year 2018),  Design Load: HS 20,  Features Intersected: I-94,  Facility Carried by Structure: WEIR RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.111,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  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: 1117,  Location: IN DETROIT (Lat: 42.330050,  Lng: -83.150942),  Route carried "on" structure: City street ,  Year Built: 1949,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 4,000 (year 1994),  Truck Traffic: 12%,  Average Future Daily Traffic: 8,000 (year 2014),  Design Load: HS 20,  Features Intersected: I-94,  Facility Carried by Structure: ADDISON RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.069,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: 72.9 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 11171,  Location: IN DETROIT (Lat: 42.331258,  Lng: -83.145031),  Route carried "on" structure: City street 2000,  Year Built: 1949,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 13,370 (year 1978),  Average Future Daily Traffic: 12,250 (year 2026),  Design Load: HS 20,  Features Intersected: I-94,  Facility Carried by Structure: LONYO AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.854,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $217,000,  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: 11172,  Location: IN DETROIT (Lat: 42.332314,  Lng: -83.138408),  Route carried "on" structure: City street 2000,  Year Built: 1950,  Status: Open,  Structure Length: 5.60m (18.37ft),  Average Daily Traffic: 5,756 (year 1992),  Average Future Daily Traffic: 6,619 (year 2012),  Design Load: HS 20,  Features Intersected: I-94,  Facility Carried by Structure: CENTRAL AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.729,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: 77.1 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 11173,  Location: IN DETROIT (Lat: 42.333739,  Lng: -83.133889),  Route carried "on" structure: City street ,  Year Built: 1950,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 5.34m (17.52ft),  Average Daily Traffic: 5,000 (year 1994),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,500 (year 2025),  Design Load: HS 20,  Features Intersected: I-94,  Facility Carried by Structure: CECIL AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.335,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.4 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: High priority of replacement,  Underclear: High priority of corrective action,  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: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11174,  Location: IN DETROIT (Lat: 42.335153,  Lng: -83.130306),  Route carried "on" structure: City street ,  Year Built: 1949,  Status: Open,  Structure Length: 5.32m (17.45ft),  Average Daily Traffic: 5,948 (year 2010),  Average Future Daily Traffic: 6,543 (year 2025),  Design Load: HS 20,  Features Intersected: I-94,  Facility Carried by Structure: MARTIN STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.489,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 88.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 11175,  Location: IN DETROIT (Lat: 42.337325,  Lng: -83.124850),  Route carried "on" structure: City street 2000,  Year Built: 1950,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 25,050 (year 1978),  Average Future Daily Traffic: 25,050 (year 1977),  Design Load: HS 20,  Features Intersected: I-94,  Facility Carried by Structure: LIVERNOIS AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.659,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 158,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 30.1m (98.8ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.0m (72.2ft),  Curb or Sidewalk Widths: Left: 4.5m (14.8ft),  Right: 4.5m (14.8ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 37.1m (121.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 41.1 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: 24.3 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 minimum 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 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: 11177,  Location: IN DETROIT (Lat: 42.340325,  Lng: -83.118356),  Route carried "on" structure: City street ,  Year Built: 1950,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 5.22m (17.13ft),  Average Daily Traffic: 3,500 (year 1994),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,025 (year 2014),  Design Load: HS 20,  Features Intersected: I-94,  Facility Carried by Structure: JUNCTION ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.152,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.3m (56.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: 64.5 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  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: 11178,  Location: IN DETROIT (Lat: 42.343028,  Lng: -83.115119),  Route carried "on" structure: City street ,  Year Built: 1951,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 5.42m (17.78ft),  Average Daily Traffic: 6,000 (year 1994),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,000 (year 2014),  Design Load: HS 20,  Features Intersected: I-94,  Facility Carried by Structure: 30TH ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.801,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.6m (57.7ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: 58.0 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 11179,  Location: IN DETROIT (Lat: 42.344703,  Lng: -83.112925),  Route carried "on" structure: City street 2000,  Year Built: 1953,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 8.74m (28.67ft),  Average Daily Traffic: 5,766 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,343 (year 2025),  Design Load: HS 20,  Features Intersected: I-94,  Facility Carried by Structure: WARREN AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.872,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 162,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.9m (91.5ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 31.0m (101.7ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: 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: 54.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1118,  Location: IN DETROIT (Lat: 42.345514,  Lng: -83.111617),  Route carried "on" structure: City street ,  Year Built: 1953,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 8.07m (26.48ft),  Average Daily Traffic: 1,907 (year 2010),  Average Future Daily Traffic: 2,098 (year 2025),  Design Load: HS 20,  Features Intersected: I-94,  Facility Carried by Structure: SCOTTEN AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.883,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.2m (69.6ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 11181,  Location: IN DETROIT (Lat: 42.346608,  Lng: -83.109428),  Route carried "on" structure: City street 2000,  Year Built: 2013,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 2,070 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,285 (year 2033),  Design Load: Greater than HL93,  Features Intersected: I-94,  Facility Carried by Structure: SB W GRAND BLVD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.608,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.5m (96.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 37.6 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: 29.2 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 11183,  Location: IN DETROIT (Lat: 42.346767,  Lng: -83.109056),  Route carried "on" structure: City street 2000,  Year Built: 2013,  Status: Open,  Structure Length: 5.78m (18.96ft),  Average Daily Traffic: 1,775 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,965 (year 2030),  Design Load: Greater than HL93,  Features Intersected: I-94,  Facility Carried by Structure: NB W GRAND BLVD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.672,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 46.7 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: 36.0 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 desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 11184,  Location: IN DETROIT (Lat: 42.348661,  Lng: -83.103067),  Route carried "on" structure: City street ,  Year Built: 1968,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 1,130 (year 1995),  Average Future Daily Traffic: 1,240 (year 2015),  Design Load: HS 20,  Features Intersected: I-94,  Facility Carried by Structure: 24TH ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.684,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.5m (83.7ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  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: 11185,  Location: IN DETROIT (Lat: 42.351142,  Lng: -83.095347),  Route carried "on" structure: Business Interstate 96,  Year Built: 1954,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 15,990 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,049 (year 2018),  Design Load: HS 20,  Features Intersected: I-94,  Facility Carried by Structure: GRAND RIVER AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 15.912,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 157,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 4.1m (13.5ft),  Right: 4.1m (13.5ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 31.0m (101.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 83.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 50.2 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 11186,  Location: IN DETROIT (Lat: 42.351797,  Lng: -83.093714),  Route carried "on" structure: City street 2000,  Year Built: 1953,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.29m (17.36ft),  Average Daily Traffic: 3,446 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,791 (year 2025),  Design Load: HS 20,  Features Intersected: I-94,  Facility Carried by Structure: LINWOOD AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.208,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 157,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.9m (65.3ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Good,  Superstructure: Poor,  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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 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: 11187,  Location: IN DETROIT (Lat: 42.353289,  Lng: -83.088975),  Route carried "on" structure: City street 2000,  Year Built: 1953,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 9,172 (year 1996),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,000 (year 2015),  Design Load: HS 20,  Features Intersected: I-94,  Facility Carried by Structure: 14TH ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.206,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.7m (54.8ft),  Curb or Sidewalk Widths: Left: 3.9m (12.8ft),  Right: 3.9m (12.8ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 24.9m (81.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: 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: 61.6 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 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: 11188,  Location: IN DETROIT (Lat: 42.354497,  Lng: -83.085111),  Route carried "on" structure: City street 2000,  Year Built: 1953,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 1,499 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,649 (year 2025),  Design Load: HS 20,  Features Intersected: I-94,  Facility Carried by Structure: 12TH ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.170,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 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: 11189,  Location: IN DETROIT (Lat: 42.356036,  Lng: -83.080989),  Route carried "on" structure: City street 2000,  Year Built: 2016,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 17,859 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,880 (year 2036),  Design Load: Greater than HL93,  Features Intersected: I-94,  Facility Carried by Structure: TRUMBULL AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.846,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 19.6m (64.3ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.3m (122.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.8 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: 42.1 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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