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

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Structure Number: 11429,  Location: IN DETROIT (Lat: 42.372031,  Lng: -83.084958),  Route carried "on" structure: City street ,  Year Built: 1954,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 3,190 (year 2007),  Average Future Daily Traffic: 3,509 (year 2022),  Design Load: HS 20,  Features Intersected: M-10,  Facility Carried by Structure: SEWARD AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.430,  Lanes on structure: 4,  Lanes under structure: 8,  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: 2,  Length of Maximum Span: 23.1m (75.8ft),  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: 21.8m (71.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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,  Length Of Structure Improvement: 4.36m (14.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $208,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $42,000,  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: 1143,  Location: IN DETROIT (Lat: 42.374053,  Lng: -83.086358),  Route carried "on" structure: City street ,  Year Built: 1954,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 4.37m (14.34ft),  Average Daily Traffic: 6,640 (year 1978),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,640 (year 1998),  Design Load: HS 20,  Features Intersected: M-10,  Facility Carried by Structure: EUCLID AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.130,  Lanes on structure: 4,  Lanes under structure: 8,  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: 2,  Length of Maximum Span: 23.2m (76.1ft),  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: 21.8m (71.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 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: 11431,  Location: IN DETROIT (Lat: 42.379717,  Lng: -83.090219),  Route carried "on" structure: City street 2000,  Year Built: 1954,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.13m (13.55ft),  Average Daily Traffic: 16,000 (year 1993),  Average Future Daily Traffic: 18,690 (year 2013),  Design Load: HS 20,  Features Intersected: M-10,  Facility Carried by Structure: CLAIRMOUNT AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.663,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.3m (66.6ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 21.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: April 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: 11432,  Location: 0.1 MI E OF CHICAGO BLVD (Lat: 42.381358,  Lng: -83.092267),  Route carried "on" structure: City street 2000,  Year Built: 1954,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 8.48m (27.82ft),  Average Daily Traffic: 15,300 (year 1993),  Average Future Daily Traffic: 15,300 (year 2013),  Design Load: HS 20,  Features Intersected: M-10,  Facility Carried by Structure: HAMILTON AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.056,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.7m (107.3ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: 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: June 2020,  Bridge Improvement Cost: $108,000,  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: 11433,  Location: IN DETROIT (Lat: 42.382411,  Lng: -83.094647),  Route carried "on" structure: City street 2000,  Year Built: 1955,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 6.85m (22.47ft),  Average Daily Traffic: 14,000 (year 1993),  Average Future Daily Traffic: 17,540 (year 2013),  Design Load: HS 20,  Features Intersected: M-10,  Facility Carried by Structure: CHICAGO BLVD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.943,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 35.9m (117.8ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 68.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11434,  Location: IN DETROIT (Lat: 42.384483,  Lng: -83.099550),  Route carried "on" structure: City street ,  Year Built: 1955,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 5.20m (17.06ft),  Average Daily Traffic: 1,990 (year 1990),  Average Future Daily Traffic: 1,990 (year 2010),  Design Load: HS 20,  Features Intersected: M-10,  Facility Carried by Structure: CALVERT AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.189,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  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: 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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  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: December 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: 11435,  Location: IN DETROIT (Lat: 42.387842,  Lng: -83.102111),  Route carried "on" structure: City street 2000,  Year Built: 1955,  Year Reconstructed: 1991,  Status: Temporarily open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 9,260 (year 1990),  Average Future Daily Traffic: 12,470 (year 2015),  Design Load: HS 20,  Features Intersected: M-10,  Facility Carried by Structure: WEBB AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.370,  Lanes on structure: 5,  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: 4,  Length of Maximum Span: 16.7m (54.8ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  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,  Inspection Date: April 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: 11436,  Location: IN DETROIT (Lat: 42.394889,  Lng: -83.107208),  Route carried "on" structure: City street 2000,  Year Built: 1955,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 5.17m (16.96ft),  Average Daily Traffic: 3,654 (year 2010),  Average Future Daily Traffic: 4,019 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: M-10,  Facility Carried by Structure: GLENDALE AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.351,  Lanes on structure: 4,  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: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 49.2 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 11437,  Location: IN DETROIT OVER M-10 SB (Lat: 42.398167,  Lng: -83.110103),  Route carried "on" structure: State highway 8,  Year Built: 1956,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 6.67m (21.88ft),  Average Daily Traffic: 39,515 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 40,985 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: M-10 SB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.342,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 470,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.5m (73.8ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: April 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: 11438,  Location: IN DETROIT (Lat: 42.398306,  Lng: -83.109694),  Route carried "on" structure: State highway 10,  Year Built: 1956,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 9.19m (30.15ft),  Average Daily Traffic: 78,042 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 67,469 (year 2018),  Design Load: HS 20,  Features Intersected: M-8 DAVISON
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.085,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes (Inventory Route: 157,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 21.7m (71.2ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.1 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: Better than present minimum criteria,  Deck Geometry: Better than 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: 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: 11439,  Location: IN DETROIT (Lat: 42.398683,  Lng: -83.108642),  Route carried "on" structure: Ramp State highway 10,  Year Built: 1957,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 9.20m (30.18ft),  Average Daily Traffic: 17,840 (year 1982),  Average Future Daily Traffic: 20,516 (year 2002),  Design Load: HS 20,  Features Intersected: M-8 EB DAVISON
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.219,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: 39.5 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 1144,  Location: IN DETROIT (Lat: 42.398239,  Lng: -83.110358),  Route carried "on" structure: State highway 8,  Year Built: 1956,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 39,515 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 40,985 (year 2018),  Design Load: HS 20,  Features Intersected: M-10 SB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.295,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 470,  Subroute: 11),  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 11441,  Location: IN DETROIT (Lat: 42.398850,  Lng: -83.111458),  Route carried "on" structure: Ramp State highway 14,  Year Built: 1957,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 5.35m (17.55ft),  Average Daily Traffic: 42,500 (year 1995),  Truck Traffic: 3%,  Average Future Daily Traffic: 48,875 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: M-10 SB,  Facility Carried by Structure: NB TO WB DAVISON
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.137,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 11442,  Location: IN DETROIT (Lat: 42.401672,  Lng: -83.115539),  Route carried "on" structure: City street 2000,  Year Built: 1955,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 12,660 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,926 (year 2025),  Design Load: HS 20,  Features Intersected: M-10,  Facility Carried by Structure: OAKMAN BLVD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.638,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.5m (73.8ft),  Curb or Sidewalk Widths: Left: 5.2m (17.1ft),  Right: 5.2m (17.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 37.3m (122.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 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: April 2021,  Bridge Improvement Cost: $643,000,  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: 11443,  Location: IN DETROIT (Lat: 42.403333,  Lng: -83.118061),  Route carried "on" structure: City street ,  Year Built: 1957,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 4.29m (14.07ft),  Average Daily Traffic: 5,948 (year 2010),  Average Future Daily Traffic: 6,543 (year 2025),  Design Load: HS 20,  Features Intersected: M-10,  Facility Carried by Structure: ROSA PARKS BLVD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.021,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  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: Satisfactory,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.3 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 11444,  Location: IN DETROIT (Lat: 42.405081,  Lng: -83.127400),  Route carried "on" structure: City street 2000,  Year Built: 1955,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 13,680 (year 0000),  Truck Traffic: 4%,  Average Future Daily Traffic: 68,400 (year 2006),  Design Load: HS 20,  Features Intersected: M-10 JOHN LODGE FRWY,  Facility Carried by Structure: LINWOOD AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.069,  Lanes on structure: 4,  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: 16.7m (54.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: 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 2021,  Bridge Improvement Cost: $74,000,  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: 11445,  Location: IN DETROIT (Lat: 42.405019,  Lng: -83.135522),  Route carried "on" structure: City street ,  Year Built: 1955,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 7,310 (year 0000),  Average Future Daily Traffic: 68,400 (year 2006),  Design Load: HS 20,  Features Intersected: M-10 JOHN LODGE FRWY,  Facility Carried by Structure: DEXTER-BELDEN AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.237,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.1 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 11446,  Location: IN DETROIT (Lat: 42.404808,  Lng: -83.140339),  Route carried "on" structure: City street 2000,  Year Built: 1955,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 48,080 (year 1995),  Truck Traffic: 3%,  Average Future Daily Traffic: 48,080 (year 2015),  Design Load: HS 20,  Features Intersected: M-10,  Facility Carried by Structure: LIVERNOIS AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.442,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 158,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 28.6m (93.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 4.0m (13.1ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 37.6m (123.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 11447,  Location: IN DETROIT (Lat: 42.404717,  Lng: -83.150603),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 3,880 (year 2007),  Average Future Daily Traffic: 4,268 (year 2022),  Design Load: HS 20,  Features Intersected: M-10,  Facility Carried by Structure: GREENLAWN AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.238,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Material/Design: Steel continuous,  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: 3.3m (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: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.8 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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11448,  Location: IN DETROIT (Lat: 42.405003,  Lng: -83.159803),  Route carried "on" structure: City street 2000,  Year Built: 1955,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 7.14m (23.43ft),  Average Daily Traffic: 16,660 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,326 (year 2022),  Design Load: HS 20,  Features Intersected: M-10,  Facility Carried by Structure: WYOMING AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.359,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 470,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: August 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: 11449,  Location: IN DETROIT (Lat: 42.409619,  Lng: -83.164975),  Route carried "on" structure: City street 2000,  Year Built: 1963,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 17,830 (year 1995),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,830 (year 2015),  Design Load: HS 20,  Features Intersected: M-10,  Facility Carried by Structure: PURITAN AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.237,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 32.4m (106.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 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: 1145,  Location: IN DETROIT (Lat: 42.414167,  Lng: -83.169981),  Route carried "on" structure: City street 2000,  Year Built: 1963,  Status: Open,  Structure Length: 6.36m (20.87ft),  Average Daily Traffic: 12,690 (year 1995),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,690 (year 2015),  Design Load: HS 20,  Features Intersected: M-10,  Facility Carried by Structure: MYERS RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.159,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.8m (104.3ft),  Curb or Sidewalk Widths: Left: 3.1m (10.2ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11451,  Location: IN DETROIT (Lat: 42.413950,  Lng: -83.169561),  Route carried "on" structure: Ramp City street 2000,  Year Built: 1963,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 3,000 (year 1978),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,000 (year 1977),  Design Load: HS 20,  Features Intersected: M-10,  Facility Carried by Structure: MYERS RD TURNAROUN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.9m (55.4ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.2 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: August 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: 11452,  Location: IN DETROIT (Lat: 42.416642,  Lng: -83.172056),  Route carried "on" structure: County highway 2057,  Year Built: 1964,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 4.10m (13.45ft),  Average Daily Traffic: 30,700 (year 1995),  Truck Traffic: 3%,  Average Future Daily Traffic: 30,700 (year 2015),  Design Load: HS 20,  Features Intersected: M-10,  Facility Carried by Structure: MCNICHOLS RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 31.187,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 168,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.5m (67.3ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 39.1m (128.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.0 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 11453,  Location: IN DETROIT (Lat: 42.420908,  Lng: -83.176089),  Route carried "on" structure: County highway 2057,  Year Built: 1964,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 17,900 (year 1995),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,900 (year 2015),  Design Load: HS 20,  Features Intersected: M-10,  Facility Carried by Structure: OUTER DRIVE EB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.625,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 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: 11454,  Location: IN DETROIT (Lat: 42.421075,  Lng: -83.176244),  Route carried "on" structure: County highway 2057,  Year Built: 1964,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 20,250 (year 0000),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,250 (year 2015),  Design Load: HS 20,  Features Intersected: M-10,  Facility Carried by Structure: OUTER DRIVE WB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.434,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: August 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: 11455,  Location: IN DETROIT (Lat: 42.424836,  Lng: -83.180189),  Route carried "on" structure: City street 2000,  Year Built: 1964,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 5.45m (17.88ft),  Average Daily Traffic: 17,670 (year 1978),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,600 (year 2020),  Design Load: HS 20,  Features Intersected: M-10,  Facility Carried by Structure: SCHAFFER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.681,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 470,  Subroute: 28),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 5 degrees,  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: 3.2m (10.5ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 23.9m (78.4ft)

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: 61.2 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: 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: April 2021,  Bridge Improvement Cost: $51,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11456,  Location: IN DETROIT (Lat: 42.424689,  Lng: -83.179786),  Route carried "on" structure: Ramp City street 2000,  Year Built: 1964,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 3,000 (year 1978),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,000 (year 1977),  Design Load: HS 20,  Features Intersected: M-10,  Facility Carried by Structure: SCHAEFER SE TURN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.029,  Lanes on structure: 1,  Lanes under structure: 6,  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: 16.7m (54.8ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.0 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: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11457,  Location: IN DETROIT (Lat: 42.425272,  Lng: -83.180464),  Route carried "on" structure: Ramp City street 2000,  Year Built: 1964,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 3,000 (year 1978),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,000 (year 1977),  Design Load: HS 20,  Features Intersected: M-10,  Facility Carried by Structure: SCHAEFER NW TURN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.014,  Lanes on structure: 1,  Lanes under structure: 6,  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: 16.7m (54.8ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.0 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: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11458,  Location: IN DETROIT (Lat: 42.430833,  Lng: -83.186942),  Route carried "on" structure: County highway 2057,  Year Built: 1964,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 30,000 (year 1995),  Truck Traffic: 3%,  Average Future Daily Traffic: 30,000 (year 2015),  Design Load: HS 20,  Features Intersected: M-10,  Facility Carried by Structure: 7 MI RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 20.246,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 170,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 39.1m (128.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: April 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: 11459,  Location: IN DETROIT (Lat: 42.434208,  Lng: -83.190347),  Route carried "on" structure: City street 2000,  Year Built: 1963,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 7,860 (year 1978),  Truck Traffic: 1%,  Average Future Daily Traffic: 7,860 (year 1977),  Design Load: HS 20,  Features Intersected: M-10,  Facility Carried by Structure: VASSAR DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.014,  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: 2,  Length of Maximum Span: 16.7m (54.8ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.7 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: 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 2021,  Bridge Improvement Cost: $137,000,  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: 1146,  Location: IN DETROIT (Lat: 42.437836,  Lng: -83.194156),  Route carried "on" structure: City street ,  Year Built: 1963,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 4,830 (year 1995),  Average Future Daily Traffic: 4,830 (year 2015),  Design Load: HS 20,  Features Intersected: M-10,  Facility Carried by Structure: PEMBROKE AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.778,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.6m (70.9ft),  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: 20.9m (68.6ft)

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: 61.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 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: 11461,  Location: IN DETROIT (Lat: 42.442344,  Lng: -83.200381),  Route carried "on" structure: State highway 10,  Year Built: 1964,  Status: Open,  Structure Length: 4.93m (16.17ft),  Average Daily Traffic: 26,794 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,114 (year 2018),  Features Intersected: M-10,  Facility Carried by Structure: GREENFIELD RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 19.522,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.1 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 replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,170,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11462,  Location: IN DETROIT (Lat: 42.442219,  Lng: -83.199961),  Route carried "on" structure: Ramp State highway 10,  Year Built: 1964,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 13,397 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 23,114 (year 2018),  Design Load: HS 20,  Features Intersected: M-10,  Facility Carried by Structure: GREENFIELD RD TURN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.034,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.0m (55.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.8 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: Equal to present minimum criteria,  Length Of Structure Improvement: 3.38m (11.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $45,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $31,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11463,  Location: IN DETROIT @ FORRER AVE (Lat: 42.443939,  Lng: -83.202281),  Route carried "on" structure: Ramp State highway 10,  Year Built: 1963,  Status: Open,  Structure Length: 4.78m (15.68ft),  Average Daily Traffic: 8,310 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,310 (year 1977),  Design Load: HS 20,  Features Intersected: M-10
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.047,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.7m (77.8ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 76.1 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $166,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11464,  Location: N LTS OF DETROIT (Lat: 42.445078,  Lng: -83.203417),  Route carried "on" structure: Ramp State highway 102,  Year Built: 1965,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 6,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,900 (year 2029),  Design Load: HS 20,  Features Intersected: M-10 RAMP
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.052,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.3m (56.8ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 93.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.1 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 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: 11465,  Location: N LTS OF DETROIT (Lat: 42.444917,  Lng: -83.203264),  Route carried "on" structure: ServiceState highway 102,  Year Built: 1965,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 6.52m (21.39ft),  Truck Traffic: 3%,  Average Future Daily Traffic: 31,485 (year 2029),  Design Load: HS 20,  Features Intersected: M-10
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.489,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 77.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing