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

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Structure Number: 11596,  Location: IN DETROIT (Lat: 42.348203,  Lng: -83.098417),  Route carried "on" structure: Ramp Interstate 96,  Year Built: 1971,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 4,400 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,800 (year 2025),  Design Load: HS 20,  Features Intersected: I-96 RAMP,  Facility Carried by Structure: WARREN AV EXIT RMP
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.172,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.1m (16.7ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.9m (111.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11597,  Location: IN DETROIT (Lat: 42.348231,  Lng: -83.097206),  Route carried "on" structure: Ramp Interstate 96,  Year Built: 1971,  Status: Open,  Structure Length: 5.08m (16.67ft),  Average Daily Traffic: 4,000 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,300 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: I-96 RAMP,  Facility Carried by Structure: WARREN AV ENT RAMP
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.113,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.8m (130.6ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 61.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to 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: Latex Concrete

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Structure Number: 11598,  Location: IN DETROIT (Lat: 42.356775,  Lng: -83.112114),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 6,440 (year 1970),  Average Future Daily Traffic: 6,440 (year 1977),  Design Load: HS 20,  Features Intersected: I-96,  Facility Carried by Structure: SCOTTEN AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.077,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.0 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 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: Latex Concrete

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Structure Number: 11599,  Location: IN DETROIT (Lat: 42.385886,  Lng: -83.155772),  Route carried "on" structure: State highway 8,  Year Built: 1971,  Status: Temporarily open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 77,500 (year 1995),  Truck Traffic: 5%,  Average Future Daily Traffic: 51,381 (year 2015),  Design Load: HS 20,  Features Intersected: I-96 WYOMING EXIT RAMP
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.267,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 470,  Subroute: 77),  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Structural Evaluation: High priority of corrective action,  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,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Other Special Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11606,  Location: IN DETROIT (Lat: 42.346469,  Lng: -83.096447),  Route carried "on" structure: City street 2000,  Year Built: 1971,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 7.81m (25.62ft),  Average Daily Traffic: 24,000 (year 1970),  Average Future Daily Traffic: 24,000 (year 1977),  Design Load: HS 20,  Features Intersected: I-96,  Facility Carried by Structure: WARREN AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.229,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.9m (104.7ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 31.5m (103.3ft)

Condition: Deck: Good,  Superstructure: Good,  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: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11607,  Location: IN DETROIT (Lat: 42.342117,  Lng: -83.094028),  Route carried "on" structure: City street ,  Year Built: 1971,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 1,139 (year 2010),  Average Future Daily Traffic: 1,253 (year 2025),  Design Load: HS 20,  Features Intersected: I-96,  Facility Carried by Structure: BUCHANAN ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.075,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: October 2021,  Bridge Improvement Cost: $404,000,  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: 11608,  Location: IN DETROIT (Lat: 42.336164,  Lng: -83.090425),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 16,500 (year 1988),  Average Future Daily Traffic: 18,975 (year 2008),  Design Load: HS 20,  Features Intersected: I-96,  Facility Carried by Structure: ML KING JR BLVD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.560,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 28.6m (93.8ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 28.6m (93.8ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.6 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: October 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: 11619,  Location: 0.1 MI W OF US-24 (Lat: 42.442683,  Lng: -83.281314),  Route carried "on" structure: State highway 102,  Year Built: 1931,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 25,704 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,462 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: ROUGE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.282,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 181,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 73.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.2 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: 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 1162,  Location: 0.1 MI W OF US-24 (Lat: 42.442942,  Lng: -83.281422),  Route carried "on" structure: State highway 102,  Year Built: 1987,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 25,704 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 24,462 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: ROUGE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.304,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 64,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.5m (67.3ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: 31.8 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: 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: September 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: 11621,  Location: 0.5 MI E OF US-24 (Lat: 42.442947,  Lng: -83.270164),  Route carried "on" structure: State highway 102,  Year Built: 2013,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 70,214 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 26,883 (year 2024),  Design Load: Greater than HL93,  Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.199,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 181,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.3m (66.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable 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: 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: 11622,  Location: @ US-24, TELEGRAPH RD (Lat: 42.442739,  Lng: -83.278297),  Route carried "on" structure: State highway 102,  Year Built: 1967,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 6.87m (22.54ft),  Average Daily Traffic: 35,107 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 30,890 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: US-24
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.529,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes (Inventory Route: 181,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 30.4m (99.7ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.8m (81.4ft),  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 45.0 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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: 11623,  Location: @ US-24, TELEGRAPH RD (Lat: 42.443003,  Lng: -83.278222),  Route carried "on" structure: State highway 102,  Year Built: 1967,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 6.87m (22.54ft),  Average Daily Traffic: 39,603 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 33,298 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: US-24
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.566,  Lanes on structure: 5,  Lanes under structure: 10,  Base Highway Network: Yes (Inventory Route: 64,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 30.4m (99.7ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.8m (81.4ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 21.4m (70.2ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 66.1 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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: 11687,  Location: IN DETROIT (Lat: 42.336133,  Lng: -83.215753),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 5,410 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,885 (year 2025),  Design Load: HS 20,  Features Intersected: M-39,  Facility Carried by Structure: PAUL AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.798,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 55.4 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: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  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: 11688,  Location: IN DETROIT (Lat: 42.343372,  Lng: -83.216039),  Route carried "on" structure: County highway 2057,  Year Built: 1961,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 3.31m (10.86ft),  Average Daily Traffic: 31,520 (year 2005),  Average Future Daily Traffic: 38,600 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: M-39,  Facility Carried by Structure: WARREN AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.816,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 159,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.6m (54.5ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 22.2m (72.8ft),  Out-to-Out Width: 41.2m (135.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.2 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: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11689,  Location: IN DETROIT (Lat: 42.350619,  Lng: -83.216261),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 6,630 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,350 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: M-39,  Facility Carried by Structure: TIREMAN AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.561,  Lanes on structure: 4,  Lanes under structure: 6,  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: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.8 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: 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: May 2020,  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: 1169,  Location: IN DETROIT (Lat: 42.357850,  Lng: -83.216392),  Route carried "on" structure: County highway 2057,  Year Built: 1962,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 19,000 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 22,500 (year 2029),  Design Load: Greater than HL93,  Features Intersected: M-39,  Facility Carried by Structure: JOY RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.835,  Lanes on structure: 8,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 30.4m (99.7ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 41.2m (135.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  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 desirable 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11691,  Location: IN DETROIT (Lat: 42.364183,  Lng: -83.216364),  Route carried "on" structure: City street ,  Year Built: 1963,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 3.06m (10.04ft),  Average Daily Traffic: 2,270 (year 0000),  Average Future Daily Traffic: 2,300 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: M-39,  Facility Carried by Structure: FITZPATRICK AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.023,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 76.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11692,  Location: IN DETROIT (Lat: 42.365258,  Lng: -83.216378),  Route carried "on" structure: City street ,  Year Built: 1963,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 3.31m (10.86ft),  Average Daily Traffic: 7,200 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,900 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: M-39,  Facility Carried by Structure: W CHICAGO AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.683,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11693,  Location: IN DETROIT (Lat: 42.372258,  Lng: -83.216581),  Route carried "on" structure: County highway ,  Year Built: 1961,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 3.31m (10.86ft),  Average Daily Traffic: 34,400 (year 1978),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,800 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: M-39 (SOUTHFIELD),  Facility Carried by Structure: PLYMOUTH ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 27.846,  Lanes on structure: 10,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 30.4m (99.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 38.4m (126.0ft),  Out-to-Out Width: 43.8m (143.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11694,  Location: IN DETROIT (Lat: 42.379703,  Lng: -83.216900),  Route carried "on" structure: City street ,  Year Built: 1964,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 5.08m (16.67ft),  Average Daily Traffic: 1,500 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,700 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: M-39,  Facility Carried by Structure: EB FULLERTON AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.069,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.1m (52.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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: 11695,  Location: IN DETROIT (Lat: 42.386714,  Lng: -83.217544),  Route carried "on" structure: County highway 2057,  Year Built: 1961,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 3.31m (10.86ft),  Average Daily Traffic: 30,060 (year 1978),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,700 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: M-39,  Facility Carried by Structure: SCHOOLCRAFT AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 19.210,  Lanes on structure: 8,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 42.1m (138.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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: Bituminous

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Structure Number: 11704,  Location: IN DETROIT (Lat: 42.393897,  Lng: -83.217900),  Route carried "on" structure: City street ,  Year Built: 1961,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 3.36m (11.02ft),  Average Daily Traffic: 1,800 (year 2008),  Average Future Daily Traffic: 2,000 (year 2029),  Design Load: Greater than HL93,  Features Intersected: M-39,  Facility Carried by Structure: LYNDON AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.858,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.9 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: 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: 11705,  Location: IN DETROIT (Lat: 42.400667,  Lng: -83.218197),  Route carried "on" structure: State highway 5,  Year Built: 1963,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 19,129 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,330 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: M-39 (SOUTHFIELD EXP)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.418,  Lanes on structure: 7,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 157,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 23.1m (75.8ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  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: 0.0m,  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 31.3m (102.7ft),  Out-to-Out Width: 35.5m (116.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: 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,  Critical Feature Inspection Frequency: Every 15 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11706,  Location: IN DETROIT (Lat: 42.401128,  Lng: -83.218197),  Route carried "on" structure: County highway 2057,  Year Built: 1962,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 3.31m (10.86ft),  Average Daily Traffic: 25,000 (year 1978),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,230 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: M-39,  Facility Carried by Structure: FENKELL AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.973,  Lanes on structure: 7,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 27.9m (91.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 0.0m,  Curb-To-Curb Width: 27.2m (89.2ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.8 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: 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: 11707,  Location: IN DETROIT (Lat: 42.408333,  Lng: -83.218525),  Route carried "on" structure: City street ,  Year Built: 1962,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.86m (15.94ft),  Average Daily Traffic: 8,500 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,700 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: M-39,  Facility Carried by Structure: PURITAN AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.843,  Lanes on structure: 2,  Lanes under structure: 6,  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: 4,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  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: 11708,  Location: IN DETROIT (Lat: 42.415553,  Lng: -83.218708),  Route carried "on" structure: County highway 2057,  Year Built: 1962,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 3.31m (10.86ft),  Average Daily Traffic: 20,700 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 27,500 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: M-39,  Facility Carried by Structure: 6 MI RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 27.361,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 168,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 30.4m (99.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 41.1m (134.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 56.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  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: 11709,  Location: IN DETROIT (Lat: 42.419075,  Lng: -83.218814),  Route carried "on" structure: County highway 2057,  Year Built: 1963,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.31m (10.86ft),  Average Daily Traffic: 17,900 (year 2007),  Average Future Daily Traffic: 19,690 (year 2022),  Design Load: HS 20,  Features Intersected: M-39,  Facility Carried by Structure: OUTER DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.916,  Lanes on structure: 8,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 40.8m (133.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 71.0 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 1171,  Location: IN DETROIT (Lat: 42.422786,  Lng: -83.218953),  Route carried "on" structure: City street ,  Year Built: 1963,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 3.31m (10.86ft),  Average Daily Traffic: 4,600 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,700 (year 2029),  Design Load: Greater than HL93,  Features Intersected: M-39,  Facility Carried by Structure: CURTIS AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.611,  Lanes on structure: 2,  Lanes under structure: 6,  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: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 3.8m (12.5ft),  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 73.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11711,  Location: IN DETROIT (Lat: 42.430022,  Lng: -83.219228),  Route carried "on" structure: County highway 2057,  Year Built: 1963,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 3.31m (10.86ft),  Average Daily Traffic: 30,550 (year 1978),  Average Future Daily Traffic: 55,000 (year 2029),  Design Load: HS 20,  Features Intersected: M-39,  Facility Carried by Structure: 7 MI RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.605,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 170,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 41.2m (135.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11712,  Location: IN DETROIT (Lat: 42.437236,  Lng: -83.219536),  Route carried "on" structure: City street ,  Year Built: 1962,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 3.31m (10.86ft),  Average Daily Traffic: 4,300 (year 2008),  Average Future Daily Traffic: 4,900 (year 2029),  Design Load: Greater than HL93,  Features Intersected: M-39,  Facility Carried by Structure: PEMBROKE AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.707,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.0m (52.5ft),  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: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 90.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11713,  Location: N LIMITS OF DETROIT (Lat: 42.443389,  Lng: -83.219644),  Route carried "on" structure: Ramp State highway 102,  Year Built: 1964,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.00m (13.12ft),  Average Daily Traffic: 5,160 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,200 (year 2029),  Design Load: HS 20,  Features Intersected: M-39
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.377,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11714,  Location: N LTS OF DETROIT (Lat: 42.444178,  Lng: -83.219622),  Route carried "on" structure: State highway 102,  Year Built: 1964,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 3.33m (10.93ft),  Average Daily Traffic: 45,705 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 58,400 (year 2029),  Design Load: HS 20,  Features Intersected: M-39
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.358,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 181,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.3m (53.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11715,  Location: N LTS OF DETROIT (Lat: 42.444519,  Lng: -83.219628),  Route carried "on" structure: State highway 102,  Year Built: 1964,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 3.33m (10.93ft),  Average Daily Traffic: 45,705 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 58,400 (year 2029),  Design Load: HS 20,  Features Intersected: M-39
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.388,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 64,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 21.7m (71.2ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.3m (53.5ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 0.0m,  Curb-To-Curb Width: 21.7m (71.2ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11716,  Location: IN DETROIT (Lat: 42.294181,  Lng: -83.127072),  Route carried "on" structure: Interstate 75,  Year Built: 1967,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 262.95m (862.70ft),  Average Daily Traffic: 103,925 (year 2014),  Truck Traffic: 12%,  Average Future Daily Traffic: 116,550 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: ROUGE R,DEARBORN ST & RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 29.199,  Lanes on structure: 8,  Lanes under structure: 18,  Base Highway Network: Yes (Inventory Route: 159,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 42.6m (139.8ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 0.3m (1.0ft), Horizontal Clearance: 70.0m (229.7ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 103,  Length of Maximum Span: 91.4m (299.9ft),  Curb-To-Curb Width: 38.1m (125.0ft),  Out-to-Out Width: 40.2m (131.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 56.1 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: Superior to present desirable criteria,  Underclear: 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,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Underwater 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: 11717,  Location: IN DETROIT (Lat: 42.290397,  Lng: -83.130469),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1967,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 16.25m (53.31ft),  Average Daily Traffic: 103,925 (year 2014),  Truck Traffic: 12%,  Average Future Daily Traffic: 116,550 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: RR AND MAINT RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.068,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 87.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 52.5 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11718,  Location: IN DETROIT (Lat: 42.293039,  Lng: -83.128364),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1967,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 18.32m (60.10ft),  Average Daily Traffic: 103,925 (year 2014),  Truck Traffic: 12%,  Average Future Daily Traffic: 116,550 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: ROUGE RIVER & PLEASANT S
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.232,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 88.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 52.8 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11732,  Location: IN DETROIT (Lat: 42.277136,  Lng: -83.156289),  Route carried "on" structure: Interstate 75,  Year Built: 1966,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 6.45m (21.16ft),  Average Daily Traffic: 102,378 (year 2007),  Truck Traffic: 12%,  Average Future Daily Traffic: 100,708 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: SCHAEFER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 26.129,  Lanes on structure: 8,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 159,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 35.6m (116.8ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.1m (62.7ft),  Curb-To-Curb Width: 40.4m (132.5ft),  Out-to-Out Width: 42.8m (140.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  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: 68.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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,  Deck Protection: Epoxy Coated Reinforcing