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

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Structure Number: 11559,  Location: IN DETROIT (Lat: 42.379161,  Lng: -83.211597),  Route carried "on" structure: Ramp Interstate 96,  Year Built: 1973,  Status: Open,  Structure Length: 19.08m (62.60ft),  Average Daily Traffic: 12,580 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,580 (year 1977),  Design Load: HS 20,  Features Intersected: W B SERVICE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.325,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 79.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.6 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: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1156,  Location: IN DETROIT (Lat: 42.380289,  Lng: -83.188078),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 8.56m (28.08ft),  Average Daily Traffic: 143,000 (year 1995),  Truck Traffic: 5%,  Average Future Daily Traffic: 129,389 (year 2015),  Design Load: HS 20,  Features Intersected: I-96 (JEFFRIES FRWY),  Facility Carried by Structure: HUBBELL AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.267,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  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: 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,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: August 2021,  Other Special Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 11561,  Location: IN DETROIT (Lat: 42.380150,  Lng: -83.188506),  Route carried "on" structure: City street 2000,  Year Built: 1970,  Status: Open,  Structure Length: 10.09m (33.10ft),  Average Daily Traffic: 7,690 (year 1995),  Average Future Daily Traffic: 7,690 (year 2015),  Design Load: HS 20,  Features Intersected: I-96 (JEFFRIES FRWY),  Facility Carried by Structure: FULLERTON AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.412,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.4 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: August 2021,  Other Special Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11562,  Location: IN DETROIT (Lat: 42.382972,  Lng: -83.178350),  Route carried "on" structure: City street 2000,  Year Built: 1971,  Status: Open,  Structure Length: 8.72m (28.61ft),  Average Daily Traffic: 13,090 (year 1974),  Average Future Daily Traffic: 13,090 (year 2010),  Design Load: HS 20,  Features Intersected: I-96 (JEFFRIES FRWY),  Facility Carried by Structure: SCHAEFER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.050,  Lanes on structure: 5,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 17.9m (58.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.0m (78.7ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 24.8m (81.4ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 11563,  Location: IN DETROIT (Lat: 42.383314,  Lng: -83.176778),  Route carried "on" structure: Ramp State highway 5,  Year Built: 1971,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 8.65m (28.38ft),  Average Daily Traffic: 17,798 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,545 (year 2018),  Design Load: HS 20,  Features Intersected: I-96 (JEFFRIES FRWY)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.111,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel,  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: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 51.2 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11564,  Location: IN DETROIT (Lat: 42.383542,  Lng: -83.175725),  Route carried "on" structure: State highway 5,  Year Built: 1971,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 11.95m (39.21ft),  Average Daily Traffic: 17,798 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 29,961 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: I-96 (JEFFRIES FRWY)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.370,  Lanes on structure: 6,  Lanes under structure: 12,  Base Highway Network: Yes (Inventory Route: 157,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 23.4m (76.8ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 31.5m (103.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 94.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 56.4 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11565,  Location: IN DETROIT (Lat: 42.384928,  Lng: -83.168583),  Route carried "on" structure: City street 2000,  Year Built: 1971,  Status: Open,  Structure Length: 9.29m (30.48ft),  Average Daily Traffic: 10,816 (year 2010),  Average Future Daily Traffic: 11,898 (year 2025),  Design Load: HS 20,  Features Intersected: I-96 (JEFFRIES FRWY),  Facility Carried by Structure: MEYERS RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.929,  Lanes on structure: 4,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 65.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: August 2021,  Other Special Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 11566,  Location: IN DETROIT (Lat: 42.385058,  Lng: -83.158964),  Route carried "on" structure: City street 2000,  Year Built: 1971,  Status: Open,  Structure Length: 9.23m (30.28ft),  Average Daily Traffic: 13,810 (year 1974),  Average Future Daily Traffic: 13,810 (year 1977),  Design Load: HS 20,  Features Intersected: I-96 (JEFFRIES FRWY),  Facility Carried by Structure: WYOMING AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.146,  Lanes on structure: 5,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 17.9m (58.7ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 26.4m (86.6ft),  Out-to-Out Width: 30.4m (99.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 11567,  Location: IN DETROIT (Lat: 42.384614,  Lng: -83.151717),  Route carried "on" structure: Interstate 96,  Year Built: 1971,  Status: Open,  Structure Length: 5.48m (17.98ft),  Average Daily Traffic: 121,634 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 221,219 (year 2025),  Design Load: HS 20,  Features Intersected: RAMP TO M-8
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 24.836,  Lanes on structure: 6,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 160,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 38.4m (126.0ft),  Skew: 36 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 54.8m (179.8ft),  Curb-To-Curb Width: 38.3m (125.7ft),  Out-to-Out Width: 39.1m (128.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.0 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.49m (18.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $441,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $263,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11568,  Location: IN DETROIT (Lat: 42.384658,  Lng: -83.150806),  Route carried "on" structure: Ramp Interstate 96,  Year Built: 1971,  Status: Open,  Structure Length: 10.30m (33.79ft),  Average Daily Traffic: 121,000 (year 1995),  Truck Traffic: 6%,  Average Future Daily Traffic: 102,761 (year 2015),  Design Load: HS 20,  Features Intersected: RAMP TO M-8
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.578,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 54.5m (178.8ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 74.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 10.30m (33.79ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Other Special Inspection Date: Febuary 2022,  Bridge Improvement Cost: $2,849,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $402,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11569,  Location: IN DETROIT (Lat: 42.384933,  Lng: -83.148517),  Route carried "on" structure: Ramp Interstate 96,  Year Built: 1974,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 1,420 (year 2008),  Average Future Daily Traffic: 1,450 (year 2028),  Design Load: HS 20,  Features Intersected: RAMPS TO M-8
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.214,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 60.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 5.88m (19.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $133,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $77,000,  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: 1157,  Location: IN DETROIT (Lat: 42.383053,  Lng: -83.148836),  Route carried "on" structure: Ramp Interstate 96,  Year Built: 1971,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 1,420 (year 2008),  Average Future Daily Traffic: 1,450 (year 2028),  Design Load: HS 20,  Features Intersected: I-96 (JEFFRIES FRWY),  Facility Carried by Structure: WB DAV TO EB JEFFR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.402,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 5.1m (16.7ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.2m (122.0ft),  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: 81.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.41m (24.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $179,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $141,000,  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: 11571,  Location: IN DETROIT (Lat: 42.381036,  Lng: -83.146447),  Route carried "on" structure: City street 2000,  Year Built: 1971,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 65 (year 2008),  Average Future Daily Traffic: 70 (year 2028),  Design Load: HS 20,  Features Intersected: I-96 (JEFFRIES FRWY),  Facility Carried by Structure: FULLERTON AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.860,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 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 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: 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: 42.8 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 11572,  Location: IN DETROIT (Lat: 42.377114,  Lng: -83.146131),  Route carried "on" structure: City street 2000,  Year Built: 1971,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 5,075 (year 2008),  Average Future Daily Traffic: 5,175 (year 2028),  Design Load: HS 20,  Features Intersected: I-96 (JEFFRIES FRWY),  Facility Carried by Structure: OAKMAN BLVD EB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.463,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.6m (116.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,259,000,  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: 11573,  Location: IN DETROIT (Lat: 42.377453,  Lng: -83.146117),  Route carried "on" structure: City street 2000,  Year Built: 1971,  Status: Open,  Structure Length: 7.09m (23.26ft),  Average Daily Traffic: 5,075 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,175 (year 2028),  Design Load: HS 20,  Features Intersected: I-96 (JEFFRIES FRWY),  Facility Carried by Structure: OAKMAN BLVD WB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.514,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 14 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.4m (11.2ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $328,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11574,  Location: IN DETROIT (Lat: 42.376014,  Lng: -83.146172),  Route carried "on" structure: City street 2000,  Year Built: 1972,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 202 (year 2008),  Average Future Daily Traffic: 412 (year 2028),  Design Load: HS 20,  Features Intersected: I-96,  Facility Carried by Structure: ELMHURST AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.599,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.6m (77.4ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 67.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.3 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 11575,  Location: IN DETROIT (Lat: 42.372414,  Lng: -83.145639),  Route carried "on" structure: ServiceInterstate 96,  Year Built: 1972,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 2,200 (year 1982),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,530 (year 2002),  Design Load: HS 20,  Features Intersected: I-96,  Facility Carried by Structure: U-TRN N OF GR RIV
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.031,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  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: 0.0m,  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 75.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: March 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: 11576,  Location: IN DETROIT (Lat: 42.371153,  Lng: -83.144967),  Route carried "on" structure: Business Interstate 96,  Year Built: 1972,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 9.35m (30.68ft),  Average Daily Traffic: 19,650 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,050 (year 2028),  Design Load: HS 20,  Features Intersected: I-96,  Facility Carried by Structure: GRAND RIVER AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.242,  Lanes on structure: 7,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 157,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.1m (157.8ft),  Curb or Sidewalk Widths: Left: 3.5m (11.5ft),  Right: 3.5m (11.5ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 32.4m (106.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 91.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 54.8 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11577,  Location: IN DETROIT (Lat: 42.367736,  Lng: -83.139761),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 11,970 (year 2000),  Truck Traffic: 1%,  Average Future Daily Traffic: 14,170 (year 2020),  Design Load: HS 20,  Features Intersected: I-96,  Facility Carried by Structure: WEST CHICAGO AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.048,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.3 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11578,  Location: IN DETROIT (Lat: 42.367172,  Lng: -83.138736),  Route carried "on" structure: City street 2000,  Year Built: 1972,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 6.06m (19.88ft),  Average Daily Traffic: 46,200 (year 2008),  Average Future Daily Traffic: 47,130 (year 2028),  Design Load: HS 20,  Features Intersected: I-96,  Facility Carried by Structure: LIVERNOIS AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.255,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.3m (99.4ft),  Curb or Sidewalk Widths: Left: 3.5m (11.5ft),  Right: 3.5m (11.5ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 35.8m (117.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 97.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11579,  Location: IN DETROIT (Lat: 42.367058,  Lng: -83.137906),  Route carried "on" structure: Ramp City street 2000,  Year Built: 1972,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 5,948 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,543 (year 2025),  Design Load: HS 20,  Features Intersected: I-96,  Facility Carried by Structure: LIVERNOIS LEFT TRN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.098,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  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: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.3 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $190,000,  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: 1158,  Location: IN DETROIT (Lat: 42.365300,  Lng: -83.133272),  Route carried "on" structure: City street ,  Year Built: 1972,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 5.31m (17.42ft),  Average Daily Traffic: 1,700 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,000 (year 2031),  Design Load: HS 20,  Features Intersected: I-96,  Facility Carried by Structure: UNDERWOOD AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.597,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.3 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11581,  Location: IN DETROIT (Lat: 42.364528,  Lng: -83.131158),  Route carried "on" structure: City street 2000,  Year Built: 1972,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 5.32m (17.45ft),  Average Daily Traffic: 14,390 (year 1970),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,390 (year 1977),  Design Load: HS 20,  Features Intersected: I-96,  Facility Carried by Structure: JOY RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.818,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.6m (87.3ft),  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: 21.5m (70.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 95.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 57.0 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11582,  Location: IN DETROIT (Lat: 42.361147,  Lng: -83.122222),  Route carried "on" structure: City street ,  Year Built: 1972,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 4,400 (year 1988),  Average Future Daily Traffic: 3,960 (year 1977),  Design Load: HS 20,  Features Intersected: I-96,  Facility Carried by Structure: MAPLEWOOD AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.885,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Skew: 3 degrees,  Material/Design: Steel,  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: 2.0m (6.6ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 93.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 55.7 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11583,  Location: IN DETROIT (Lat: 42.358553,  Lng: -83.115906),  Route carried "on" structure: City street ,  Year Built: 1972,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 6.75m (22.15ft),  Average Daily Traffic: 3,300 (year 1988),  Average Future Daily Traffic: 3,795 (year 2008),  Design Load: HS 20,  Features Intersected: I-96,  Facility Carried by Structure: PACIFIC AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.328,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.3m (109.3ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.3 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: 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11584,  Location: IN DETROIT (Lat: 42.356125,  Lng: -83.110794),  Route carried "on" structure: City street 2000,  Year Built: 1972,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 5.48m (17.98ft),  Average Daily Traffic: 13,965 (year 1970),  Average Future Daily Traffic: 13,965 (year 1977),  Design Load: HS 20,  Features Intersected: I-96,  Facility Carried by Structure: W GD BLVD & TIREMA
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.661,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.7m (100.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 74.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 23 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $980,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11585,  Location: IN DETROIT (Lat: 42.355658,  Lng: -83.110394),  Route carried "on" structure: City street 2000,  Year Built: 1972,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 13,965 (year 1970),  Average Future Daily Traffic: 13,965 (year 1977),  Design Load: HS 20,  Features Intersected: I-96,  Facility Carried by Structure: W GD BLVD&TIREMAN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.681,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 39 degrees,  Material/Design: Steel,  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: 14.4m (47.2ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 74.5 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: 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,  Critical Feature Inspection Frequency: Every 23 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11586,  Location: IN DETROIT (Lat: 42.352786,  Lng: -83.101864),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 10.12m (33.20ft),  Average Daily Traffic: 7,150 (year 2007),  Average Future Daily Traffic: 7,865 (year 2022),  Design Load: HS 20,  Features Intersected: I-96,  Facility Carried by Structure: MC GRAW AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.176,  Lanes on structure: 4,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.0m (91.9ft),  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: Satisfactory,  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,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: September 2021,  Other Special Inspection Date: March 2022,  Bridge Improvement Cost: $669,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11587,  Location: IN DETROIT (Lat: 42.351283,  Lng: -83.100525),  Route carried "on" structure: Interstate 96,  Year Built: 1971,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 1.70m (5.58ft),  Average Daily Traffic: 116,948 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 124,300 (year 2018),  Design Load: HS 20,  Features Intersected: RAMP FROM I-94
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.454,  Lanes on structure: 8,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 157,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 44.5m (146.0ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.0m (55.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 43.7m (143.4ft),  Out-to-Out Width: 44.4m (145.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.3 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $87,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $54,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11588,  Location: IN DETROIT (Lat: 42.351222,  Lng: -83.100042),  Route carried "on" structure: Interstate 96,  Year Built: 1971,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 116,948 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 124,300 (year 2018),  Design Load: HS 20,  Features Intersected: RAMP TO I-94
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.491,  Lanes on structure: 8,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 157,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 44.5m (146.0ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 43.7m (143.4ft),  Out-to-Out Width: 44.4m (145.7ft)

Condition: Deck: Good,  Superstructure: Very 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: 76.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.19m (3.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $56,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $35,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11589,  Location: IN DETROIT (Lat: 42.350464,  Lng: -83.097253),  Route carried "on" structure: Ramp Interstate 96,  Year Built: 1971,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 31.86m (104.53ft),  Average Daily Traffic: 6,290 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,234 (year 2002),  Design Load: HS 20,  Features Intersected: I-96
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.204,  Lanes on structure: 1,  Lanes under structure: 18,  Owner: State Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  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: 7.9m (25.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 73.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1159,  Location: IN DETROIT (Lat: 42.350136,  Lng: -83.098283),  Route carried "on" structure: Ramp Interstate 96,  Year Built: 1971,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 23.07m (75.69ft),  Average Daily Traffic: 6,290 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,234 (year 2002),  Design Load: HS 20+Mod,  Features Intersected: I-96 & RAMP
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.364,  Lanes on structure: 2,  Lanes under structure: 8,  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: 10,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 65.1 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.08m (75.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $594,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $455,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11591,  Location: IN DETROIT OVER I94WB TO (Lat: 42.351069,  Lng: -83.097639),  Route carried "on" structure: Ramp Interstate 94,  Year Built: 1971,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 4.56m (14.96ft),  Average Daily Traffic: 12,580 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,467 (year 2002),  Design Load: HS 20,  Features Intersected: RAMP TO I-94
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.119,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.1m (16.7ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Very good,  Superstructure: Very 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: 71.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11592,  Location: IN DETROIT (Lat: 42.349883,  Lng: -83.100517),  Route carried "on" structure: Ramp Interstate 94,  Year Built: 1971,  Status: Open,  Structure Length: 6.89m (22.60ft),  Truck Traffic: 27%,  Average Future Daily Traffic: 4,580 (year 2025),  Design Load: HS 20,  Features Intersected: I-94
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.101,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 50.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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,  Length Of Structure Improvement: 6.89m (22.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $122,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $82,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 11593,  Location: IN DETROIT (Lat: 42.349758,  Lng: -83.099817),  Route carried "on" structure: Ramp Interstate 94,  Year Built: 1971,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 6.43m (21.10ft),  Truck Traffic: 16%,  Average Future Daily Traffic: 5,450 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: I-94
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.291,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 5.1m (16.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.8m (81.4ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 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: 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11594,  Location: IN DETROIT (Lat: 42.350006,  Lng: -83.098858),  Route carried "on" structure: Interstate 96,  Year Built: 1971,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 116,948 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 61,080 (year 2025),  Design Load: HS 20,  Features Intersected: I-94
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.626,  Lanes on structure: 8,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 157,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 43.6m (143.0ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 45.1m (148.0ft),  Out-to-Out Width: 46.9m (153.9ft)

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: 60.6 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11595,  Location: IN DETROIT (Lat: 42.350336,  Lng: -83.097386),  Route carried "on" structure: Ramp Interstate 94,  Year Built: 1971,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 4.13m (13.55ft),  Average Daily Traffic: 2,400 (year 1982),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,760 (year 2002),  Design Load: HS 20+Mod,  Features Intersected: I-96 RAMP,  Facility Carried by Structure: GRD RIV AVE EXIT R
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.262,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.1m (16.7ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Very 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: 75.5 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: 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: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing