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

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Structure Number: 612,  Location: 1.5 MI S OF KAWKAWLIN (Lat: 43.640011,  Lng: -83.974450),  Route carried "on" structure: Interstate 75,  Year Built: 1968,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 11,225 (year 2019),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,909 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: KAWKAWLIN RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.958,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 76,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  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: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 616,  Location: 3.5 MI NW OF PINCONNING (Lat: 43.908642,  Lng: -84.020086),  Route carried "on" structure: Interstate 75,  Year Built: 1968,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 2.49m (8.17ft),  Average Daily Traffic: 13,735 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,605 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: SAGANING RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 45.251,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 76,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  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: 38.2 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: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 6071,  Location: IN ROSEVILLE (13 MI RD) (Lat: 42.524764,  Lng: -82.916186),  Route carried "on" structure: Ramp Interstate 94,  Year Built: 1964,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.06m (13.32ft),  Average Daily Traffic: 17,021 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,074 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: 13 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.637,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 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: 12.9m (42.3ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 98.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum 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: 6072,  Location: IN ROSEVILLE (13 MI RD) (Lat: 42.524758,  Lng: -82.916447),  Route carried "on" structure: Ramp Interstate 94,  Year Built: 1964,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.07m (13.35ft),  Average Daily Traffic: 17,021 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,074 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: 13 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.3m (56.8ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 96.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum 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: 6115,  Location: IN ROSEVILLE (Lat: 42.494569,  Lng: -82.947689),  Route carried "on" structure: City street ,  Year Built: 1972,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 12,000 (year 2007),  Average Future Daily Traffic: 13,200 (year 2022),  Design Load: H 15,  Features Intersected: I-696,  Facility Carried by Structure: GROVELAND AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.392,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 73.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $161,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $107,000,  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: 6116,  Location: IN ROSEVILLE (Lat: 42.494428,  Lng: -82.938253),  Route carried "on" structure: State highway 3,  Year Built: 1972,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 27,333 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 27,776 (year 2018),  Design Load: HS 20,  Features Intersected: I-696
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.504,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 80,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.9m (94.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $194,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $79,000,  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: 6117,  Location: IN ROSEVILLE (Lat: 42.494436,  Lng: -82.938692),  Route carried "on" structure: State highway 3,  Year Built: 1972,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 27,333 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 61,700 (year 2025),  Design Load: HS 20,  Features Intersected: I-696
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.448,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 420,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 92.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 55.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $194,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $71,000,  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: 6118,  Location: IN ROSEVILLE (Lat: 42.494439,  Lng: -82.931008),  Route carried "on" structure: City street ,  Year Built: 1972,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 3,000 (year 1990),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,300 (year 2015),  Design Load: H 15,  Features Intersected: I-696,  Facility Carried by Structure: NIEMAN ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.264,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 62.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.98m (19.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $118,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $80,000,  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: 6119,  Location: IN ROSEVILLE (Lat: 42.494689,  Lng: -82.923950),  Route carried "on" structure: ServiceCity street ,  Year Built: 1972,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 8.67m (28.44ft),  Average Daily Traffic: 3,500 (year 1975),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,500 (year 1977),  Design Load: HS 20,  Features Intersected: I-696,  Facility Carried by Structure: SOUTH SERVICE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.693,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 55.2m (181.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Satisfactory,  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: 48.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.69m (28.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $302,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $155,000,  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: 612,  Location: IN ROSEVILLE (Lat: 42.495372,  Lng: -82.924092),  Route carried "on" structure: ServiceCity street ,  Year Built: 1972,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 7.59m (24.90ft),  Average Daily Traffic: 3,676 (year 2010),  Average Future Daily Traffic: 4,044 (year 2025),  Design Load: HS 20,  Features Intersected: I-696,  Facility Carried by Structure: NORTH SERVICE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.635,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.6m (152.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.59m (24.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $171,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $115,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 6121,  Location: @ ROSEVILLE & ST CLAIR SH (Lat: 42.495556,  Lng: -82.917700),  Route carried "on" structure: Ramp Interstate 696,  Year Built: 1972,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 34.22m (112.27ft),  Average Daily Traffic: 22,900 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 23,120 (year 2011),  Design Load: HS 20+Mod,  Features Intersected: I-94, 11 MI RD & RAMPS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.407,  Lanes on structure: 2,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 51.3m (168.3ft),  Curb-To-Curb Width: 13.0m (42.7ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 34.24m (112.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,142,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $762,000,  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: 6122,  Location: IN ROSEVILLE (Lat: 42.495103,  Lng: -82.919439),  Route carried "on" structure: ServiceInterstate 696,  Year Built: 1972,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 8,500 (year 1975),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,500 (year 1977),  Design Load: HS 20,  Features Intersected: I-696 RAMP N TO W
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.237,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 28.6m (93.8ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.48m (14.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $233,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $95,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 6124,  Location: IN ROSEVILLE (Lat: 42.493950,  Lng: -82.960019),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 4,500 (year 2007),  Average Future Daily Traffic: 4,950 (year 2022),  Design Load: H 15,  Features Intersected: I-696,  Facility Carried by Structure: BELANGER AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.034,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.8m (97.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.98m (19.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $135,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $92,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6125,  Location: IN ROSEVILLE (Lat: 42.494272,  Lng: -82.952678),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 4,500 (year 2007),  Average Future Daily Traffic: 4,950 (year 2022),  Design Load: H 15,  Features Intersected: I-696,  Facility Carried by Structure: BARKMAN AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.017,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 2.8m (9.2ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.16m (20.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $145,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $97,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 616,  Location: IN ROSEVILLE (NB GRATIOT) (Lat: 42.522164,  Lng: -82.916433),  Route carried "on" structure: Ramp State highway 3,  Year Built: 1965,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 17,021 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,074 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: I-94 WB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.348,  Lanes on structure: 2,  Lanes under structure: 3,  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: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 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: 6161,  Location: IN ROSEVILLE (Lat: 42.524872,  Lng: -82.911906),  Route carried "on" structure: Interstate 94,  Year Built: 1965,  Status: Open,  Structure Length: 5.51m (18.08ft),  Average Daily Traffic: 101,088 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 100,691 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: 13 MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.742,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 79,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.7m (77.8ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.0m,  Curb-To-Curb Width: 38.0m (124.7ft),  Out-to-Out Width: 39.8m (130.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $342,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 6162,  Location: IN ROSEVILLE (Lat: 42.527306,  Lng: -82.909097),  Route carried "on" structure: Interstate 94,  Year Built: 2002,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 101,088 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 111,300 (year 2019),  Design Load: HS 25 or greater,  Features Intersected: LITTLE MACK AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.098,  Lanes on structure: 8,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 79,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 42.0m (137.8ft),  Skew: 35 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 42.9m (140.7ft),  Out-to-Out Width: 44.9m (147.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 49.2 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 6163,  Location: E LTS OF ROSEVILLE (Lat: 42.532339,  Lng: -82.905364),  Route carried "on" structure: Interstate 94,  Year Built: 1965,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.10m (13.45ft),  Average Daily Traffic: 99,698 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 98,524 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: MASONIC BLVD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.737,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 79,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.1m (49.5ft),  Curb-To-Curb Width: 37.9m (124.3ft),  Out-to-Out Width: 38.6m (126.6ft)

Condition: Deck: Good,  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: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 6071,  Location: IN ROSEVILLE (13 MI RD) (Lat: 42.524764,  Lng: -82.916186),  Route carried "under" structure: City street 2058,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 6,500 (year 1984),  Truck Traffic: 4%,  Features Intersected: 13 MILE RD,  Facility Carried by Structure: I-94 CONN NB GRATI
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 9.288,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.2m (56.4ft)

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Structure Number: 6072,  Location: IN ROSEVILLE (13 MI RD) (Lat: 42.524758,  Lng: -82.916447),  Route carried "under" structure: City street 2058,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 6,500 (year 1984),  Truck Traffic: 4%,  Features Intersected: 13 MILE RD,  Facility Carried by Structure: I-94 CONN SB GRATI
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 9.267,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.3m (56.8ft)

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Structure Number: 6113,  Location: IN ROSEVILLE (Lat: 42.493714,  Lng: -82.955961),  Route carried "under" structure: Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 132,400 (year 2009),  Truck Traffic: 7%,  Features Intersected: I-696 & SERVICE RDS,  Facility Carried by Structure: GRANDMONT PED X-OV
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 11.209,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 28.6m (93.8ft)

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Structure Number: 6114,  Location: IN ROSEVILLE (Lat: 42.494039,  Lng: -82.934986),  Route carried "under" structure: Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 132,400 (year 2009),  Truck Traffic: 7%,  Features Intersected: I-696 & SERVICE RDS,  Facility Carried by Structure: FERNWOOD PED X-OVR
Minimum Vertical Clearance: 6.12m (20.08ft),  Kilometerpoint: 12.941,  Lanes under structure: 12,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 30.4m (99.7ft)

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Structure Number: 6115,  Location: IN ROSEVILLE (Lat: 42.494569,  Lng: -82.947689),  Route carried "under" structure: Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 123,600 (year 2007),  Truck Traffic: 6%,  Features Intersected: I-696,  Facility Carried by Structure: GROVELAND AVE
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 11.893,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 6116,  Location: IN ROSEVILLE (Lat: 42.494428,  Lng: -82.938253),  Route carried "under" structure: Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 123,600 (year 2007),  Truck Traffic: 7%,  Features Intersected: I-696,  Facility Carried by Structure: M-3 NB GRATIOT AVE
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 12.663,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.9m (94.8ft)

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Structure Number: 6117,  Location: IN ROSEVILLE (Lat: 42.494436,  Lng: -82.938692),  Route carried "under" structure: Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 123,600 (year 2007),  Truck Traffic: 6%,  Features Intersected: I-696,  Facility Carried by Structure: M-3 SB GRATIOT AVE
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 12.627,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 6118,  Location: IN ROSEVILLE (Lat: 42.494439,  Lng: -82.931008),  Route carried "under" structure: Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 132,400 (year 2009),  Truck Traffic: 7%,  Features Intersected: I-696,  Facility Carried by Structure: NIEMAN ST
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 13.268,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 6119,  Location: IN ROSEVILLE (Lat: 42.494689,  Lng: -82.923950),  Route carried "under" structure: Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 132,400 (year 2009),  Truck Traffic: 7%,  Features Intersected: I-696,  Facility Carried by Structure: SOUTH SERVICE RD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 13.852,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.2m (181.1ft)

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Structure Number: 612,  Location: IN ROSEVILLE (Lat: 42.495372,  Lng: -82.924092),  Route carried "under" structure: Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 132,400 (year 2009),  Truck Traffic: 7%,  Features Intersected: I-696,  Facility Carried by Structure: NORTH SERVICE RD
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 13.830,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.6m (152.9ft)

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Structure Number: 6121,  Location: @ ROSEVILLE & ST CLAIR SH (Lat: 42.495556,  Lng: -82.917700),  Route carried "under" structure: Interstate 94,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 149,150 (year 2007),  Truck Traffic: 4%,  Features Intersected: I-94, 11 MI RD & RAMPS,  Facility Carried by Structure: I-696 RAMP E TO N
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 5.427,  Lanes on structure: 2,  Lanes under structure: 15,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.3m (168.3ft)

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Structure Number: 6122,  Location: IN ROSEVILLE (Lat: 42.495103,  Lng: -82.919439),  Route carried "under" structure: Ramp Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 132,400 (year 2009),  Features Intersected: I-696 RAMP N TO W
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.484,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 6124,  Location: IN ROSEVILLE (Lat: 42.493950,  Lng: -82.960019),  Route carried "under" structure: Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 123,600 (year 2007),  Truck Traffic: 6%,  Features Intersected: I-696,  Facility Carried by Structure: BELANGER AVE
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 10.876,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.8m (97.8ft)

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Structure Number: 6125,  Location: IN ROSEVILLE (Lat: 42.494272,  Lng: -82.952678),  Route carried "under" structure: Interstate 696,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 123,600 (year 2007),  Truck Traffic: 6%,  Features Intersected: I-696,  Facility Carried by Structure: BARKMAN AVE
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 11.480,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 616,  Location: IN ROSEVILLE (NB GRATIOT) (Lat: 42.522164,  Lng: -82.916433),  Route carried "under" structure: Interstate 94,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 50,544 (year 2007),  Truck Traffic: 5%,  Features Intersected: I-94 WB
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 8.351,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 6161,  Location: IN ROSEVILLE (Lat: 42.524872,  Lng: -82.911906),  Route carried "under" structure: City street 2058,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 3,160 (year 0000),  Features Intersected: 13 MILE RD,  Facility Carried by Structure: I-94
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 9.640,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.7m (77.8ft)

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Structure Number: 6162,  Location: IN ROSEVILLE (Lat: 42.527306,  Lng: -82.909097),  Route carried "under" structure: City street 2058,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 4,800 (year 0000),  Features Intersected: LITTLE MACK AVE,  Facility Carried by Structure: I-94
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 6.468,  Lanes on structure: 8,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 6163,  Location: E LTS OF ROSEVILLE (Lat: 42.532339,  Lng: -82.905364),  Route carried "under" structure: City street ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 5,530 (year 1995),  Features Intersected: MASONIC BLVD,  Facility Carried by Structure: I-94
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 5.256,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.1m (49.5ft)