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

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Structure Number: 788,  Location: 0.8 MI NE OF NEW BUFFALO (Lat: 41.801181,  Lng: -86.704569),  Route carried "on" structure: Interstate 94,  Year Built: 1960,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 4.77m (15.65ft),  Average Daily Traffic: 18,879 (year 2007),  Truck Traffic: 31%,  Average Future Daily Traffic: 25,386 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: AMTRAK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.029,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 136,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.2m (56.4ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 789,  Location: 0.8 MI NE OF NEW BUFFALO (Lat: 41.801586,  Lng: -86.706333),  Route carried "on" structure: Interstate 94,  Year Built: 1960,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 4.77m (15.65ft),  Average Daily Traffic: 18,879 (year 2007),  Truck Traffic: 31%,  Average Future Daily Traffic: 25,386 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: AMTRAK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.000,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 136,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.2m (56.4ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 87.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 52.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 792,  Location: 0.2 MI N OF BRIDGEMAN (Lat: 41.952311,  Lng: -86.560903),  Route carried "on" structure: Interstate 94,  Year Built: 1961,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 22,675 (year 2015),  Truck Traffic: 30%,  Average Future Daily Traffic: 26,325 (year 2035),  Design Load: HS 20,  Features Intersected: CSX RR SPUR (ABN)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 27.712,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 136,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.95m (3.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $58,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $65,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 793,  Location: 0.2 MI N OF BRIDGEMAN (Lat: 41.952408,  Lng: -86.561192),  Route carried "on" structure: Interstate 94,  Year Built: 1961,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 22,675 (year 2015),  Truck Traffic: 30%,  Average Future Daily Traffic: 26,325 (year 2035),  Design Load: HS 20,  Features Intersected: CSX RR SPUR (ABN)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 27.720,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 136,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.95m (3.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $58,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $65,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 795,  Location: 1.0 MI N OF STEVENSVILLE (Lat: 42.033217,  Lng: -86.510828),  Route carried "on" structure: Interstate 94,  Year Built: 1960,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 22,145 (year 2007),  Truck Traffic: 28%,  Average Future Daily Traffic: 31,354 (year 2018),  Design Load: HS 20,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 38.006,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 136,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 74.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 817,  Location: N LTS OF STEVENSVILLE (Lat: 42.023439,  Lng: -86.528644),  Route carried "on" structure: Interstate 94,  Year Built: 1961,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 4.71m (15.45ft),  Average Daily Traffic: 22,675 (year 2015),  Truck Traffic: 30%,  Average Future Daily Traffic: 26,325 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: PUETZ RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 36.173,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 136,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 18.7m (61.4ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.7m (54.8ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  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: Equal to present minimum criteria,  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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 829,  Location: 3.0 MI E OF BENTON HARBOR (Lat: 42.127183,  Lng: -86.378894),  Route carried "on" structure: Interstate 94,  Year Built: 1960,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 56,570 (year 2007),  Truck Traffic: 26%,  Average Future Daily Traffic: 71,820 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: BLUE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 53.778,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 136,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 48.6m (159.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.6 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,  Waterway Adequacy: Better than present minimum criteria,  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: Bituminous,  Membrane: Other

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Structure Number: 7811,  Location: IN SOUTHFIELD (Lat: 42.477139,  Lng: -83.284475),  Route carried "on" structure: US 24,  Year Built: 1953,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 39,209 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 44,753 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: ROUGE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.917,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 71,  Subroute: 6),  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: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Channel: Very 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: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Other Special 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: 7813,  Location: IN SOUTHFIELD (Lat: 42.477033,  Lng: -83.284867),  Route carried "on" structure: US 24,  Year Built: 1966,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 39,209 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 44,753 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: ROUGE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.904,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 71,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 80.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 787,  Location: IN SOUTHFIELD (Lat: 42.486689,  Lng: -83.280392),  Route carried "on" structure: State highway 10,  Year Built: 1964,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 4.84m (15.88ft),  Average Daily Traffic: 69,850 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 75,000 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: ROUGE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.131,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 71,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 68.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7871,  Location: IN SOUTHFIELD (Lat: 42.488572,  Lng: -83.276703),  Route carried "on" structure: State highway 10,  Year Built: 1929,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 69,850 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 75,000 (year 2018),  Design Load: H 20,  Features Intersected: ROUGE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.279,  Lanes on structure: 6,  Base Highway Network: Yes (Inventory Route: 71,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 26.1m (85.6ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  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: Latex Concrete

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Structure Number: 7872,  Location: 0.75 MILES N OF M-102 (Lat: 42.451678,  Lng: -83.211083),  Route carried "on" structure: City street ,  Year Built: 1964,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 3.50m (11.48ft),  Average Daily Traffic: 9,000 (year 1995),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,000 (year 2015),  Design Load: H 20,  Features Intersected: M-10,  Facility Carried by Structure: J L HUDSON DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.023,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 75.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 7873,  Location: IN SOUTHFIELD (RAMP G) (Lat: 42.456264,  Lng: -83.218608),  Route carried "on" structure: Ramp State highway 39,  Year Built: 1964,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 4.93m (16.17ft),  Average Daily Traffic: 67,700 (year 1987),  Truck Traffic: 6%,  Average Future Daily Traffic: 67,700 (year 2007),  Design Load: HS 20,  Features Intersected: M-10 WB (RAMP G)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.328,  Lanes on structure: 3,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.3m (66.6ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 70.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  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: Latex Concrete

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Structure Number: 7874,  Location: IN SOUTHFIELD (RAMP A) (Lat: 42.456961,  Lng: -83.217878),  Route carried "on" structure: Ramp State highway 10,  Year Built: 1964,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 67,700 (year 1987),  Truck Traffic: 6%,  Average Future Daily Traffic: 77,855 (year 2007),  Design Load: HS 20,  Features Intersected: M-10 RAMP
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.267,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 80.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7875,  Location: IN SOUTHFIELD RAMP H (Lat: 42.456683,  Lng: -83.219650),  Route carried "on" structure: Ramp State highway 10,  Year Built: 1964,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 3.71m (12.17ft),  Average Daily Traffic: 10,200 (year 1988),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,300 (year 2027),  Design Load: HS 20,  Features Intersected: M-39
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.230,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.2m (56.4ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.72m (12.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $49,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $50,000,  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: 7876,  Location: IN SOUTHFIELD (Lat: 42.457667,  Lng: -83.219411),  Route carried "on" structure: State highway 39,  Year Built: 1964,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 45,241 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 56,700 (year 2027),  Design Load: HS 20,  Features Intersected: M-10
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.477,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 71,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.7m (97.4ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 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: 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: 7877,  Location: IN SOUTHFIELD (Lat: 42.458878,  Lng: -83.219600),  Route carried "on" structure: State highway 39,  Year Built: 1998,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 45,241 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 52,851 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: 9 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.640,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 71,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 23.7m (77.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.0m (75.5ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 27.3m (89.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: 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: 7878,  Location: IN SOUTHFIELD (RAMP E) (Lat: 42.458792,  Lng: -83.222278),  Route carried "on" structure: City street 2059,  Year Built: 1964,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 16,620 (year 1997),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,540 (year 2015),  Design Load: HS 20,  Features Intersected: M-10 RAMP,  Facility Carried by Structure: 9 MI RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.843,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 7879,  Location: SOUTHFIELD (M-39 SB & US (Lat: 42.458825,  Lng: -83.221217),  Route carried "on" structure: City street 2059,  Year Built: 1964,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 7.65m (25.10ft),  Average Daily Traffic: 16,620 (year 1997),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,540 (year 2015),  Design Load: HS 20,  Features Intersected: M-10,  Facility Carried by Structure: 9 MI RD
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 7.915,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.4m (76.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 82.0 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: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  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: 788,  Location: SOUTHFIELD (TOP LEVEL) (Lat: 42.458950,  Lng: -83.221397),  Route carried "on" structure: State highway 39,  Year Built: 1964,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 45,241 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 52,851 (year 2018),  Design Load: HS 20,  Features Intersected: 9 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.653,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 71,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.6m (139.8ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 83.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 49.9 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 7881,  Location: IN SOUTHFIELD (RAMP C) (Lat: 42.459919,  Lng: -83.221272),  Route carried "on" structure: State highway 39,  Year Built: 1964,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 3.39m (11.12ft),  Average Daily Traffic: 45,241 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 38,000 (year 2027),  Design Load: HS 20,  Features Intersected: M-10 RAMP C
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.762,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 71,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.2m (43.3ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: 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: 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: 7882,  Location: IN SOUTHFIELD (M-10) (Lat: 42.465175,  Lng: -83.230672),  Route carried "on" structure: City street ,  Year Built: 1963,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 5,999 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,628 (year 2039),  Design Load: H 15,  Features Intersected: M-10,  Facility Carried by Structure: MOUNT VERNON ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.029,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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 18 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7883,  Location: IN SOUTHFIELD (Lat: 42.471775,  Lng: -83.240447),  Route carried "on" structure: City street 2059,  Year Built: 1974,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 11,011 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,166 (year 2038),  Design Load: HS 20,  Features Intersected: M-10,  Facility Carried by Structure: EVERGREEN RD (NB)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.079,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7884,  Location: IN SOUTHFIELD (Lat: 42.471556,  Lng: -83.240439),  Route carried "on" structure: City street 25,  Year Built: 1963,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 11,011 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,166 (year 2038),  Design Load: H 15,  Features Intersected: M-10,  Facility Carried by Structure: EVERGREEN RD (SB)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.179,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.3 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: 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 18 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7885,  Location: IN SOUTHFIELD (Lat: 42.472861,  Lng: -83.241956),  Route carried "on" structure: County highway 2059,  Year Built: 1963,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 19,360 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,391 (year 2038),  Design Load: H 15,  Features Intersected: M-10,  Facility Carried by Structure: 10 MI RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.899,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.5m (83.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.6 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: 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 18 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 7886,  Location: IN SOUTHFIELD (Lat: 42.479550,  Lng: -83.251156),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 20,700 (year 1988),  Average Future Daily Traffic: 20,700 (year 1977),  Design Load: HS 20,  Features Intersected: M-10,  Facility Carried by Structure: 10.5 MI RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.797,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 39.4m (129.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.5 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 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: 7887,  Location: IN SOUTHFIELD (Lat: 42.483483,  Lng: -83.261211),  Route carried "on" structure: County highway 2059,  Year Built: 1963,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 4.14m (13.58ft),  Average Daily Traffic: 57,800 (year 1997),  Truck Traffic: 8%,  Average Future Daily Traffic: 68,000 (year 2020),  Design Load: H 15,  Features Intersected: M-10,  Facility Carried by Structure: LAHSER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.452,  Lanes on structure: 7,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 30.6m (100.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 789,  Location: IN SOUTHFIELD (Lat: 42.453000,  Lng: -83.213028),  Route carried "on" structure: ServiceCity street ,  Year Built: 1965,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 3.39m (11.12ft),  Average Daily Traffic: 67,200 (year 1987),  Truck Traffic: 3%,  Average Future Daily Traffic: 67,200 (year 2027),  Design Load: H 20,  Features Intersected: M-10,  Facility Carried by Structure: LEFT TURN STRUCT
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.016,  Lanes on structure: 1,  Lanes under structure: 6,  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: 2,  Length of Maximum Span: 17.0m (55.8ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Superior 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: 7891,  Location: IN SOUTHFIELD (Lat: 42.488228,  Lng: -83.284561),  Route carried "on" structure: US 24,  Year Built: 1964,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 6.09m (19.98ft),  Average Daily Traffic: 78,418 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 89,507 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: M-10 SB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.158,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 71,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 35.5m (116.5ft),  Out-to-Out Width: 37.5m (123.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable 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: Latex Concrete

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Structure Number: 7892,  Location: IN SOUTHFIELD (Lat: 42.491542,  Lng: -83.284706),  Route carried "on" structure: State highway 10,  Year Built: 1964,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 69,850 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 163,440 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: US-24
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.543,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 71,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 28.3m (92.8ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7905,  Location: IN SOUTHFIELD (Lat: 42.490633,  Lng: -83.319025),  Route carried "on" structure: Interstate 696,  Year Built: 1988,  Status: Open,  Structure Length: 3.76m (12.34ft),  Average Daily Traffic: 172,600 (year 2008),  Truck Traffic: 7%,  Average Future Daily Traffic: 183,300 (year 2028),  Design Load: HS 25 or greater,  Features Intersected: INKSTER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.785,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 71,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7906,  Location: IN SOUTHFIELD (Lat: 42.490825,  Lng: -83.319042),  Route carried "on" structure: Interstate 696,  Year Built: 1988,  Status: Open,  Structure Length: 3.76m (12.34ft),  Average Daily Traffic: 172,600 (year 2008),  Truck Traffic: 7%,  Average Future Daily Traffic: 183,300 (year 2028),  Design Load: HS 25 or greater,  Features Intersected: INKSTER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.760,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 71,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7907,  Location: IN SOUTHFIELD (Lat: 42.493442,  Lng: -83.299589),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 12.10m (39.70ft),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,360 (year 2020),  Design Load: HS 25 or greater,  Features Intersected: I-696,  Facility Carried by Structure: FRANKLIN RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.007,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 25.1m (82.3ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 44.2m (145.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 93.0 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: 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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7908,  Location: IN SOUTHFIELD (I-696) (Lat: 42.494358,  Lng: -83.295306),  Route carried "on" structure: State highway 10,  Year Built: 1964,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 98,076 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 62,744 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: I-696
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.621,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 71,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.6m (146.3ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 87.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7909,  Location: IN SOUTHFIELD (I-696) (Lat: 42.490181,  Lng: -83.285358),  Route carried "on" structure: Ramp State highway 10,  Year Built: 1967,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 61,150 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,020 (year 1977),  Design Load: HS 20,  Features Intersected: I-696
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.138,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 791,  Location: IN SOUTHFIELD (I-696) (Lat: 42.489858,  Lng: -83.284575),  Route carried "on" structure: US 24,  Year Built: 1967,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 93,410 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 91,098 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: I-696
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.317,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 71,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 28.9m (94.8ft),  Skew: 33 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: 34.1m (111.9ft),  Out-to-Out Width: 36.1m (118.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 63.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 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: 7911,  Location: IN SOUTHFIELD (I-696) (Lat: 42.489650,  Lng: -83.284075),  Route carried "on" structure: Ramp US 24,  Year Built: 1967,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 38,700 (year 1988),  Truck Traffic: 6%,  Average Future Daily Traffic: 44,505 (year 2008),  Design Load: HS 20,  Features Intersected: I-696
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.082,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.4m (63.6ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.3 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: Equal to present minimum 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: Latex Concrete

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Structure Number: 7912,  Location: IN SOUTHFIELD (Lat: 42.492567,  Lng: -83.287381),  Route carried "on" structure: State highway 10,  Year Built: 1964,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 121,266 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 125,488 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: I-696 RAMP D
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.295,  Lanes on structure: 5,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 71,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.6m (34.8ft),  Curb-To-Curb Width: 25.5m (83.7ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 51.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.1 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing