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

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Structure Number: 11733,  Location: IN DETROIT (Lat: 42.278358,  Lng: -83.153414),  Route carried "on" structure: Interstate 75,  Year Built: 1967,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 105,854 (year 2007),  Truck Traffic: 12%,  Average Future Daily Traffic: 104,504 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: M-85 (FORT ST)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 26.378,  Lanes on structure: 9,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 159,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 35.9m (117.8ft),  Skew: 35 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 44.8m (147.0ft),  Out-to-Out Width: 46.8m (153.5ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: 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

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Structure Number: 11734,  Location: IN DETROIT (Lat: 42.298575,  Lng: -83.123386),  Route carried "on" structure: Interstate 75,  Year Built: 1967,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 25.05m (82.19ft),  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: FORT ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 29.850,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 159,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 42.6m (139.8ft),  Skew: 36 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 38.1m (125.0ft),  Out-to-Out Width: 40.2m (131.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: 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,  Other Special Inspection Frequency: Every 15 months,  Inspection Date: May 2020,  Other Special Inspection Date: Febuary 2021,  Bridge Improvement Cost: $828,000,  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: 11735,  Location: IN DETROIT (Lat: 42.301300,  Lng: -83.119333),  Route carried "on" structure: City street 2000,  Year Built: 2021,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 14,137 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,551 (year 2025),  Design Load: Greater than HL93,  Features Intersected: I-75,  Facility Carried by Structure: SPRINGWELLS AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.259,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 23.7m (77.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.1m (85.6ft),  Curb or Sidewalk Widths: Left: 5.6m (18.4ft),  Right: 7.5m (24.6ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 29.5m (96.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 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: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 18 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: 11736,  Location: IN DETROIT (Lat: 42.303475,  Lng: -83.113814),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 5,600 (year 1991),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,000 (year 2015),  Design Load: HS 20,  Features Intersected: I-75,  Facility Carried by Structure: GREEN AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.080,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.8m (74.8ft),  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: 20.2m (66.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: 33.0 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 replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,648,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 11737,  Location: IN DETROIT (Lat: 42.305411,  Lng: -83.109003),  Route carried "on" structure: City street ,  Year Built: 1967,  Status: Open,  Structure Length: 9.45m (31.00ft),  Average Daily Traffic: 1,772 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,949 (year 2025),  Design Load: HS 20,  Features Intersected: I-75,  Facility Carried by Structure: WATERMAN AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.064,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.7m (77.8ft),  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: 21.4m (70.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $349,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 11738,  Location: IN DETROIT (Lat: 42.307561,  Lng: -83.104139),  Route carried "on" structure: City street 2000,  Year Built: 2021,  Status: Open,  Structure Length: 6.39m (20.96ft),  Average Daily Traffic: 1,592 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,751 (year 2025),  Design Load: Greater than HL93,  Features Intersected: I-75,  Facility Carried by Structure: LIVERNOIS AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.922,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes (Inventory Route: 158,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.6m (110.2ft),  Curb or Sidewalk Widths: Left: 8.1m (26.6ft),  Right: 8.1m (26.6ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 32.1m (105.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable 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 19 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11739,  Location: IN DETROIT (Lat: 42.311117,  Lng: -83.097008),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 1,397 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,537 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: I-75,  Facility Carried by Structure: JUNCTION AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.929,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  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: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  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: 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: 4.63m (15.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $170,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $102,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1174,  Location: IN DETROIT (Lat: 42.313469,  Lng: -83.090944),  Route carried "on" structure: City street 2000,  Year Built: 1970,  Status: Closed,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 19,076 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,984 (year 2025),  Design Load: HS 20,  Features Intersected: I-75,  Facility Carried by Structure: CLARK AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.235,  Lanes on structure: 6,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Skew: 30 degrees,  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: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 48.6 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.66m (15.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $265,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $157,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11741,  Location: IN DETROIT (Lat: 42.316144,  Lng: -83.084519),  Route carried "on" structure: City street 2000,  Year Built: 2003,  Status: Open,  Structure Length: 6.02m (19.75ft),  Average Daily Traffic: 4,235 (year 0000),  Truck Traffic: 17%,  Average Future Daily Traffic: 82,600 (year 2023),  Design Load: HS 20,  Features Intersected: I-75,  Facility Carried by Structure: W GRAND BLVD SB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.473,  Lanes on structure: 3,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.2m (105.6ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 97.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  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: 11746,  Location: IN DETROIT (Lat: 42.325092,  Lng: -83.083686),  Route carried "on" structure: City street 2000,  Year Built: 2007,  Status: Open,  Structure Length: 9.62m (31.56ft),  Average Daily Traffic: 16,560 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,560 (year 2015),  Design Load: HS 20,  Features Intersected: I-75,  Facility Carried by Structure: VERNOR AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.419,  Lanes on structure: 5,  Lanes under structure: 11,  Base Highway Network: Yes (Inventory Route: 158,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.3m (89.6ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 82.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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: High priority of replacement,  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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11747,  Location: IN DETROIT (Lat: 42.330169,  Lng: -83.086486),  Route carried "on" structure: Interstate 75,  Year Built: 1970,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 1.57m (5.15ft),  Average Daily Traffic: 33,794 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,050 (year 2015),  Design Load: HS 20,  Features Intersected: I-96 WB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 35.286,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 159,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 7 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.7m (51.5ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 86.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 51.8 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 11748,  Location: IN DETROIT (Lat: 42.331478,  Lng: -83.084561),  Route carried "on" structure: US 12,  Year Built: 1970,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 13,147 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,175 (year 2018),  Design Load: HS 20,  Features Intersected: I-75 NB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.008,  Lanes on structure: 8,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 157,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.6m (107.0ft),  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: 34.5m (113.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 61.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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

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Structure Number: 11749,  Location: IN DETROIT (Lat: 42.331461,  Lng: -83.085794),  Route carried "on" structure: US 12,  Year Built: 1970,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 11,831 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,037 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: I-75 SB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.906,  Lanes on structure: 8,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 157,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  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: 34.2m (112.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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: 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

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Structure Number: 1175,  Location: IN DETROIT (Lat: 42.308189,  Lng: -83.103003),  Route carried "on" structure: City street 2000,  Year Built: 1967,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 2,173 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,393 (year 2025),  Design Load: HS 20,  Features Intersected: I-75,  Facility Carried by Structure: DRAGOON AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.884,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 159,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.1m (75.8ft),  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: 21.4m (70.2ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 62.5 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11751,  Location: IN DETROIT (Lat: 42.332964,  Lng: -83.083972),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1970,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 6.17m (20.24ft),  Average Daily Traffic: 13,830 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,830 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: RAMP TO WB I-96
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.132,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 49.6 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $85,000,  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: 11752,  Location: IN DETROIT (Lat: 42.316311,  Lng: -83.084281),  Route carried "on" structure: City street 2000,  Year Built: 2003,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 4,000 (year 1991),  Truck Traffic: 17%,  Average Future Daily Traffic: 82,600 (year 2023),  Design Load: HS 20,  Features Intersected: I-75,  Facility Carried by Structure: W GRAND BLVD NB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.455,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes (Inventory Route: 158,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 87.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.4 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: Somewhat better than minimum adequacy,  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: 11753,  Location: IN DETROIT (Lat: 42.331458,  Lng: -83.086853),  Route carried "on" structure: US 12,  Year Built: 1970,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 7.76m (25.46ft),  Average Daily Traffic: 11,831 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,037 (year 2018),  Design Load: HS 20,  Features Intersected: I-96
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.781,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 157,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 28.6m (93.8ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.1m (72.5ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 34.5m (113.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 69.0 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: 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: 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: 11754,  Location: IN DETROIT (Lat: 42.332000,  Lng: -83.085306),  Route carried "on" structure: Ramp Interstate 96,  Year Built: 1970,  Status: Open,  Structure Length: 5.45m (17.88ft),  Average Daily Traffic: 33,794 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 35,218 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: I-75 SB & ENTRANCE RAMP
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.660,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 51.5 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 11755,  Location: IN DETROIT (Lat: 42.331833,  Lng: -83.083833),  Route carried "on" structure: Ramp Interstate 96,  Year Built: 1970,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 10,290 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,400 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: I-75 NB AND EXIT RAMP
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.042,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 76.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11756,  Location: IN DETROIT (Lat: 42.332733,  Lng: -83.087222),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1970,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 179,000 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 205,850 (year 2025),  Design Load: HS 20,  Features Intersected: I-96 WB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.367,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.0m (78.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  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: 61.6 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,  Length Of Structure Improvement: 5.12m (16.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $192,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $178,000,  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: 1176,  Location: IN DETROIT (Lat: 42.332169,  Lng: -83.076947),  Route carried "on" structure: City street 2000,  Year Built: 1970,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 10.05m (32.97ft),  Average Daily Traffic: 15,000 (year 1991),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,500 (year 2015),  Design Load: HS 20,  Features Intersected: I-75,  Facility Carried by Structure: 14TH ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.684,  Lanes on structure: 5,  Lanes under structure: 11,  Base Highway Network: Yes (Inventory Route: 470,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  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: 17.7m (58.1ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.3 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 2020,  Bridge Improvement Cost: $757,000,  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: 11761,  Location: IN DETROIT (Lat: 42.333139,  Lng: -83.073011),  Route carried "on" structure: City street 2000,  Year Built: 1970,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 8.68m (28.48ft),  Average Daily Traffic: 9,270 (year 1978),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,270 (year 2010),  Design Load: HS 20,  Features Intersected: I-75,  Facility Carried by Structure: ROSA PARKS (12TH)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.416,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 22.5m (73.8ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Fair,  Superstructure: Good,  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: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 11762,  Location: IN DETROIT (Lat: 42.333428,  Lng: -83.071278),  Route carried "on" structure: Ramp City street 2000,  Year Built: 1970,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 9,000 (year 1978),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,000 (year 1977),  Design Load: HS 20,  Features Intersected: I-75 S COLLECTOR-DIST RD,  Facility Carried by Structure: ROSA PARKS ENT RMP
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.097,  Lanes on structure: 1,  Lanes under structure: 2,  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: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

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: 59.3 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11763,  Location: IN DETROIT (Lat: 42.334383,  Lng: -83.071011),  Route carried "on" structure: Ramp City street 2000,  Year Built: 1970,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 3.53m (11.58ft),  Average Daily Traffic: 9,000 (year 1978),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,000 (year 1977),  Design Load: HS 20+Mod,  Features Intersected: I-75 N COLLECTOR-DIST RD,  Facility Carried by Structure: ROSA PARKS EXT RMP
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.195,  Lanes on structure: 1,  Lanes under structure: 2,  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: 35.3m (115.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.3 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11764,  Location: IN DETROIT (Lat: 42.334164,  Lng: -83.068483),  Route carried "on" structure: City street 2000,  Year Built: 1970,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 10.07m (33.04ft),  Average Daily Traffic: 17,830 (year 0000),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,700 (year 2015),  Design Load: HS 20,  Features Intersected: I-75,  Facility Carried by Structure: TRUMBULL AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.230,  Lanes on structure: 6,  Lanes under structure: 12,  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: 6,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 4.6m (15.1ft),  Right: 4.6m (15.1ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 31.2m (102.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 53.1 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: 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 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: 11765,  Location: IN DETROIT (Lat: 42.334942,  Lng: -83.065742),  Route carried "on" structure: Ramp State highway 10,  Year Built: 1970,  Status: Open,  Structure Length: 7.37m (24.18ft),  Average Daily Traffic: 11,370 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,076 (year 2002),  Design Load: HS 20+Mod,  Features Intersected: I-75 & RAMP TO SB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.190,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11766,  Location: IN DETROIT (Lat: 42.333739,  Lng: -83.063061),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1970,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 10.10m (33.14ft),  Average Daily Traffic: 5,291 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,225 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: M-10
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.142,  Lanes on structure: 1,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 25.8m (84.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.6 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 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11767,  Location: IN DETROIT (Lat: 42.334853,  Lng: -83.063358),  Route carried "on" structure: Ramp State highway 10,  Year Built: 1970,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 12.16m (39.90ft),  Average Daily Traffic: 10,500 (year 1982),  Truck Traffic: 13%,  Average Future Daily Traffic: 6,000 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: M-10
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.372,  Lanes on structure: 1,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 23.1m (75.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.9 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: Equal 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11768,  Location: IN DETROIT OVER US-10 (Lat: 42.335311,  Lng: -83.064000),  Route carried "on" structure: Interstate 75,  Year Built: 1970,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 7.31m (23.98ft),  Average Daily Traffic: 43,891 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 131,120 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: M-10
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 37.200,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 159,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Superstructure: Good,  Substructure: Good,  Operating Rating: 75.2 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 11769,  Location: IN DETROIT (Lat: 42.335464,  Lng: -83.064125),  Route carried "on" structure: Interstate 75,  Year Built: 1953,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 43,891 (year 2007),  Truck Traffic: 14%,  Average Future Daily Traffic: 36,620 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: M-10
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 470,  Subroute: 98),  Owner: State Highway Agency,  Approaching Roadway Width: 41.4m (135.8ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.9m (117.8ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 1177,  Location: IN DETROIT (Lat: 42.335906,  Lng: -83.064414),  Route carried "on" structure: Ramp State highway 10,  Year Built: 1970,  Status: Open,  Structure Length: 8.79m (28.84ft),  Average Daily Traffic: 15,420 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,733 (year 2002),  Design Load: HS 20+Mod,  Features Intersected: M-10
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.451,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  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: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to 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: Latex Concrete

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Structure Number: 11771,  Location: IN DETROIT (Lat: 42.336639,  Lng: -83.064994),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1970,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 15,420 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,733 (year 2002),  Design Load: HS 20+Mod,  Features Intersected: M-10
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.171,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 51.8 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: Meets minimum limits,  Approach Roadway Alignment: Equal to 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: Epoxy Overlay

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Structure Number: 11772,  Location: IN DETROIT (Lat: 42.335172,  Lng: -83.062378),  Route carried "on" structure: Ramp State highway 10,  Year Built: 1970,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 12.25m (40.19ft),  Average Daily Traffic: 11,370 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,076 (year 2002),  Design Load: HS 20,  Features Intersected: I-75 & EXIT RAMPS
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.220,  Lanes on structure: 1,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 90.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 54.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 11773,  Location: IN DETROIT (Lat: 42.335639,  Lng: -83.061325),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1970,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 17,500 (year 1988),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,125 (year 2008),  Design Load: HS 20,  Features Intersected: M-10 TO I-75N RAMP
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.224,  Lanes on structure: 1,  Lanes under structure: 2,  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: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 69.0 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 11774,  Location: IN DETROIT OVER LODGE (Lat: 42.336256,  Lng: -83.061650),  Route carried "on" structure: Ramp Interstate 75,  Year Built: 1970,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 8,093 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,902 (year 2025),  Design Load: HS 20,  Features Intersected: I-75 NB ENT RAMP
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.267,  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: 27.7m (90.9ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 54.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11775,  Location: IN DETROIT (Lat: 42.336197,  Lng: -83.060075),  Route carried "on" structure: City street 2000,  Year Built: 1967,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 6,769 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,446 (year 2025),  Design Load: HS 20,  Features Intersected: I-75,  Facility Carried by Structure: THIRD AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.170,  Lanes on structure: 4,  Lanes under structure: 8,  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: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Good,  Superstructure: Good,  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: High priority of replacement,  Underclear: Meets minimum limits,  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: 11776,  Location: IN DETROIT (Lat: 42.336489,  Lng: -83.059125),  Route carried "on" structure: State highway 5,  Year Built: 1967,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 12,815 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,166 (year 2018),  Design Load: HS 20,  Features Intersected: I-75
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 19.331,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 157,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.5m (90.2ft),  Curb or Sidewalk Widths: Left: 4.8m (15.7ft),  Right: 4.8m (15.7ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 61.6 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: 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: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing