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

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Structure Number: 63163022000R023, Location: IN NOVI (Lat: 42.487967, Lng: -83.488322), Route carried "on" structure: Interstate 96, Year Built: 2008, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 67,000 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 83,000 (year 2029), Design Load: HS 20, Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.657, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 65, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 19.6m (64.3ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Serious, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 94.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 63163022000R024, Location: IN NOVI (Lat: 42.488200, Lng: -83.488572), Route carried "on" structure: Interstate 96, Year Built: 2008, Status: Open, Structure Length: 3.30m (10.83ft), Average Daily Traffic: 67,000 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 83,000 (year 2029), Design Load: HS 20, Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.641, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 65, Subroute: 4), Owner: State Highway Agency, Approaching Roadway Width: 19.6m (64.3ft), Skew: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Operating Rating: 94.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 63163101000S01, Location: @I-96 (I-696 EB) (Lat: 42.483019, Lng: -83.439344), Route carried "on" structure: State highway 5, Year Built: 2008, Status: Open, Structure Length: 7.21m (23.65ft), Average Daily Traffic: 18,060 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 13,540 (year 2028), Design Load: HS 20+Mod, Features Intersected: I-696 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.745, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 65, Subroute: 4), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 46.9m (153.9ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Serious, Superstructure: Fair, Substructure: Fair, Inventory Rating: 39.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2009, 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: 63163191000S01, Location: IN THE VILLAGE OF NOVI (Lat: 42.485047, Lng: -83.455997), Route carried "on" structure: City street , Year Built: 1972, Year Reconstructed: 2008, Status: Open, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 10,400 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 12,100 (year 2007), Design Load: H 20, Features Intersected: I-96, Facility Carried by Structure: MEADOWBROOK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.213, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 47.2m (154.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Poor, Superstructure: Fair, Substructure: Good, Inventory Rating: 49.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2009, Bridge Improvement Cost: $307,000, Roadway Improvement Cost: $19,000, Total Project Cost: $228,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 63163191000S02, Location: E LTS OF NOVI (Lat: 42.478864, Lng: -83.435428), Route carried "on" structure: County highway 2059, Year Built: 1972, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 26,556 (year 1995), Truck Traffic: 10%, Average Future Daily Traffic: 20,000 (year 1977), Design Load: H 20, Features Intersected: I-96 EB, Facility Carried by Structure: HAGGERTY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.488, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 63, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 40.8m (133.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 45.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: April 2009, Other Special Inspection Date: August 1995, Bridge Improvement Cost: $268,000, Roadway Improvement Cost: $19,000, Total Project Cost: $227,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 63163191000S03, Location: E LTS OF NOVI (Lat: 42.486025, Lng: -83.435761), Route carried "on" structure: County highway 2059, Year Built: 1971, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 26,556 (year 1995), Truck Traffic: 10%, Average Future Daily Traffic: 20,000 (year 1977), Design Load: H 20, Features Intersected: I-96 WB, Facility Carried by Structure: HAGGERTY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.285, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 63, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.2m (95.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 79.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 63163191000S04, Location: @ I-96/I-696 INTERCHANGE (Lat: 42.479428, Lng: -83.432058), Route carried "on" structure: Ramp Interstate 696, Year Built: 1971, Year Reconstructed: 1998, Status: Open, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 16,434 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 14,144 (year 2018), Design Load: HS 20+Mod, Features Intersected: M-102
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.421, Lanes on structure: 3, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.4m (112.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.3 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: April 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 63163191000S051, Location: @ I-96/I-696 INTERCHANGE (Lat: 42.485197, Lng: -83.431444), Route carried "on" structure: Interstate 275, Year Built: 1971, Status: Open, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 13,103 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 9,980 (year 2018), Design Load: HS 20+Mod, Features Intersected: I-696
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 8.835, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 440, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 49.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, 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: April 2009, Bridge Improvement Cost: $285,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 63163191000S054, Location: @ I-96/I-696 INTERCHANGE (Lat: 42.485072, Lng: -83.431714), Route carried "on" structure: Interstate 96, Year Built: 1971, Status: Open, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 89,817 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 93,330 (year 2018), Design Load: HS 20+Mod, Features Intersected: I-696
Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 1.312, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 63, Subroute: 7), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 49.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: April 2009, Bridge Improvement Cost: $1,087,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 63163191000S06, Location: I-96 & I-696 INTERCHANGE (Lat: 42.485133, Lng: -83.431856), Route carried "on" structure: Ramp Interstate 696, Year Built: 1972, Status: Open, Structure Length: 19.17m (62.89ft), Average Daily Traffic: 8,280 (year 1982), Truck Traffic: 13%, Average Future Daily Traffic: 8,280 (year 1977), Design Load: HS 20+Mod, Features Intersected: I-96 & I-275
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 50.0m (164.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 54.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: April 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 63163191000S07, Location: @ I-96/I-696 INTERCHANGE (Lat: 42.478383, Lng: -83.428128), Route carried "on" structure: Interstate 96, Year Built: 1971, Status: Open, Structure Length: 7.98m (26.18ft), Average Daily Traffic: 89,817 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 93,330 (year 2018), Design Load: HS 20+Mod, Features Intersected: M-5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.189, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 63, Subroute: 7), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Inventory Rating: 63.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2009, Bridge Improvement Cost: $1,656,000, Roadway Improvement Cost: $166,000, Total Project Cost: $1,954,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 63163192000S02, Location: NOVI TWP SEC 13 (Lat: 42.484425, Lng: -83.447800), Route carried "on" structure: State highway 5, Year Built: 1992, Status: Open, Structure Length: 13.99m (45.90ft), Average Daily Traffic: 53,522 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 43,771 (year 2018), Design Load: HS 25, Features Intersected: I-96/I-696
Minimum Vertical Clearance: 5.45m (17.88ft), Kilometerpoint: 7.987, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes (Inventory Route: 440, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 52.4m (171.9ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2009, 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: 63163192000S03, Location: NOVI TWP SEC 13 (Lat: 42.488258, Lng: -83.445650), Route carried "on" structure: Interstate 96, Year Built: 2000, Status: Open, Structure Length: 10.33m (33.89ft), Average Daily Traffic: 5,600 (year 1998), Average Future Daily Traffic: 5,600 (year 2010), Design Load: HS 25, Features Intersected: M-5 NB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.970, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 56.7m (186.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 144.0m (472.4ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 40.9 metric tons, Inventory Rating: 40.9 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2009, 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: 63200068000B01, Location: BET 8 AND 9 MILE RDS (Lat: 42.440208, Lng: -83.476083), Route carried "on" structure: County highway 2059, Year Built: 1959, Status: Open, Structure Length: 1.61m (5.28ft), Average Daily Traffic: 23,351 (year 1989), Average Future Daily Traffic: 28,000 (year 2016), Design Load: HS 20+Mod, Features Intersected: ROUGE RIVER, Facility Carried by Structure: NOVI RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.868, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 6.4m (21.0ft), 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: 11.5m (37.7ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2008, Bridge Improvement Cost: $220,000, Roadway Improvement Cost: $80,000, Total Project Cost: $359,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 63200562000R01, Location: BET NOVI AND TAFT RDS (Lat: 42.482267, Lng: -83.481986), Route carried "on" structure: County highway 2059, Year Built: 2004, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 16,395 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 24,300 (year 2020), Design Load: HS 20+Mod, Features Intersected: CSX RR, Facility Carried by Structure: GRAND RIVER AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.706, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 20.9m (68.6ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.6m (44.6ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 20.9m (68.6ft), Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 84.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2008, 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: 63200670000B01, Location: N OF BASE LINE RELOCATION (Lat: 42.442444, Lng: -83.474064), Route carried "on" structure: County highway 2059, Year Built: 1959, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 10,882 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 15,000 (year 2017), Design Load: HS 20+Mod, Features Intersected: ROUGE RIVER, Facility Carried by Structure: NOVI
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.532, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 62, Subroute: 10), Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 15.8m (51.8ft)

Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2008

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Structure Number: 634489000011B01, Location: 0.4 MI N OF NINE MILE RD (Lat: 42.472061, Lng: -83.455322), Route carried "on" structure: City street , Year Built: 1976, Year Reconstructed: 2005, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 15,159 (year 1992), Truck Traffic: 10%, Average Future Daily Traffic: 19,000 (year 2012), Design Load: HS 20, Features Intersected: COURTER DITCH, Facility Carried by Structure: MEADOWBROOK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.753, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.5m (60.7ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 94.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 72.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 634489000019R01, Location: CITY OF NOVI (Lat: 42.505442, Lng: -83.507361), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 4.61m (15.12ft), Average Daily Traffic: 8,000 (year 1999), Truck Traffic: 15%, Average Future Daily Traffic: 12,000 (year 2020), Design Load: HS 25, Features Intersected: CSX RR, Facility Carried by Structure: WEST PARK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.202, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 40.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 635489000031B01, Location: 0.3 MI S OF TEN MILE RD (Lat: 42.462758, Lng: -83.445219), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,415 (year 1991), Truck Traffic: 3%, Average Future Daily Traffic: 1,600 (year 2012), Design Load: HS 20+Mod, Features Intersected: COURTER DITCH, Facility Carried by Structure: WILLOWBROOK ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.344, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 635489000049B01, Location: 0.1 MI S OF TEN MILE RD (Lat: 42.465742, Lng: -83.442808), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,300 (year 1992), Truck Traffic: 2%, Average Future Daily Traffic: 1,600 (year 2012), Design Load: HS 20+Mod, Features Intersected: COURTER DITCH, Facility Carried by Structure: CRANBROOKE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.522, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior 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: November 2008, Deck Structure Type: Concrete Precast Panels

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Structure Number: 63163101000S01, Location: @I-96 (I-696 EB) (Lat: 42.483019, Lng: -83.439344), Route carried "under" structure: Interstate 696, Year Built: 2008, Structure Length: 7.21m (23.65ft), Average Daily Traffic: 29,000 (year 2007), Truck Traffic: 17%, Features Intersected: I-696 EB, Facility Carried by Structure: M-5 (OLD M-102)
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.488, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.9m (153.9ft)

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Structure Number: 63163191000S01, Location: IN THE VILLAGE OF NOVI (Lat: 42.485047, Lng: -83.455997), Route carried "under" structure: Interstate 96, Year Built: 1972, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 179,634 (year 2007), Truck Traffic: 12%, Features Intersected: I-96, Facility Carried by Structure: MEADOWBROOK RD
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 18.332, Lanes on structure: 2, Lanes under structure: 9, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 47.2m (154.9ft)

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Structure Number: 63163191000S02, Location: E LTS OF NOVI (Lat: 42.478864, Lng: -83.435428), Route carried "under" structure: Interstate 96, Year Built: 1972, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 89,817 (year 2007), Truck Traffic: 8%, Features Intersected: I-96 EB, Facility Carried by Structure: HAGGERTY RD
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 1.915, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 63163191000S03, Location: E LTS OF NOVI (Lat: 42.486025, Lng: -83.435761), Route carried "under" structure: Interstate 96, Year Built: 1971, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 89,817 (year 2007), Truck Traffic: 8%, Features Intersected: I-96 WB, Facility Carried by Structure: HAGGERTY RD
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.958, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.2m (95.8ft)

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Structure Number: 63163191000S04, Location: @ I-96/I-696 INTERCHANGE (Lat: 42.479428, Lng: -83.432058), Route carried "under" structure: State highway 102, Year Built: 1971, Structure Length: 8.56m (28.08ft), Average Daily Traffic: 32,000 (year 1995), Truck Traffic: 3%, Features Intersected: M-102, Facility Carried by Structure: I-696 SB TO I-96 R
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 1.777, Lanes on structure: 3, Lanes under structure: 7, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 63163191000S051, Location: @ I-96/I-696 INTERCHANGE (Lat: 42.485197, Lng: -83.431444), Route carried "under" structure: Interstate 696, Year Built: 1971, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 58,000 (year 2007), Truck Traffic: 17%, Features Intersected: I-696, Facility Carried by Structure: I-275 NB
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 1.193, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 63163191000S054, Location: @ I-96/I-696 INTERCHANGE (Lat: 42.485072, Lng: -83.431714), Route carried "under" structure: Interstate 696, Year Built: 1971, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 58,000 (year 2007), Truck Traffic: 17%, Features Intersected: I-696, Facility Carried by Structure: I-96 WB
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 1.165, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 63163191000S06, Location: I-96 & I-696 INTERCHANGE (Lat: 42.485133, Lng: -83.431856), Route carried "under" structure: Interstate 96, Year Built: 1972, Structure Length: 19.17m (62.89ft), Average Daily Traffic: 58,000 (year 2007), Truck Traffic: 17%, Features Intersected: I-96 & I-275
Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 1.147, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 50.0m (164.0ft)

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Structure Number: 63163191000S07, Location: @ I-96/I-696 INTERCHANGE (Lat: 42.478383, Lng: -83.428128), Route carried "under" structure: State highway 5, Year Built: 1971, Structure Length: 7.98m (26.18ft), Average Daily Traffic: 32,868 (year 2007), Truck Traffic: 2%, Features Intersected: M-5, Facility Carried by Structure: I-96 WB
Minimum Vertical Clearance: 5.31m (17.42ft), Kilometerpoint: 20.767, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 63163192000S02, Location: NOVI TWP SEC 13 (Lat: 42.484425, Lng: -83.447800), Route carried "under" structure: Interstate 96, Year Built: 1992, Structure Length: 13.99m (45.90ft), Average Daily Traffic: 99,536 (year 2007), Truck Traffic: 13%, Features Intersected: I-96/I-696, Facility Carried by Structure: M-5
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 19.011, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 52.4m (171.9ft)

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Structure Number: 63163192000S03, Location: NOVI TWP SEC 13 (Lat: 42.488258, Lng: -83.445650), Route carried "under" structure: State highway 5, Year Built: 2000, Structure Length: 10.33m (33.89ft), Average Daily Traffic: 26,761 (year 2007), Truck Traffic: 1%, Features Intersected: M-5 NB, Facility Carried by Structure: I-96 EB, RAMP J
Minimum Vertical Clearance: 5.92m (19.42ft), Kilometerpoint: 7.575, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 56.7m (186.0ft)