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Bridge Statistics for Auburn Hills, Michigan (MI) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Auburn Hills, MI, Michigan, Michigan forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 50 Total length: 346 meters (1,135ft) Total average daily traffic: 2,709,428 Total average daily truck traffic: 130,821 National Bridge Inventory (NBI) Registered Bridges for Auburn Hills
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 63163043000B03, Location: 1.2 MI E OF I-75 (Lat: 42.643872, Lng: -83.214006), Route carried "on" structure: State highway 59, Year Built: 1966, Year Reconstructed: 1999, Status: Open, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 38,736 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 41,641 (year 2018), Design Load: HS 25, Features Intersected: CLINTON R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 40.398, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 64, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 25.9m (85.0ft), Out-to-Out Width: 26.9m (88.3ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 63163043000B06, Location: 1.2 MI E OF I-75 (Lat: 42.644108, Lng: -83.213908), Route carried "on" structure: State highway 59, Year Built: 1966, Year Reconstructed: 1999, Status: Open, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 38,736 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 41,641 (year 2018), Design Load: HS 25, Features Intersected: CLINTON R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.729, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 67, Subroute: 8), Owner: State Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 30.6m (100.4ft), Out-to-Out Width: 31.6m (103.7ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 74.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 63163043000S031, Location: PONTIAC TWP. SEC. 25 (Lat: 42.643436, Lng: -83.219642), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 9,820 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 24,300 (year 2015), Design Load: HS 25, Features Intersected: M-59, Facility Carried by Structure: SQUIRREL RD NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.061, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.1m (138.1ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 63163043000S032, Location: PONTIAC TWP. SEC. 25 (Lat: 42.643392, Lng: -83.220025), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 9,820 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 24,300 (year 2015), Design Load: HS 25, Features Intersected: M-59, Facility Carried by Structure: SQUIRREL RD SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.062, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.1m (138.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 19.2m (63.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 63163172000R011, Location: 5.7 MI NW OF M-59 (Lat: 42.703006, Lng: -83.286894), Route carried "on" structure: Interstate 75, Year Built: 1962, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 48,093 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 55,307 (year 2018), Design Load: HS 20+Mod, Features Intersected: GTW RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.052, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 64, Subroute: 8), Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 20.0m (65.6ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 63.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.8 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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 63163172000R012, Location: 5.7 MI NW OF M-59 (Lat: 42.702783, Lng: -83.287081), Route carried "on" structure: Interstate 75, Year Built: 1962, Status: Open, Structure Length: 4.39m (14.40ft), Average Daily Traffic: 48,093 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 55,307 (year 2018), Design Load: HS 20+Mod, Features Intersected: GTW RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.151, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 64, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 63.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 63163172000R015, Location: 5.7 MI NW OF M-59 (Lat: 42.703092, Lng: -83.286817), Route carried "on" structure: Ramp Interstate 75, Year Built: 1981, Year Reconstructed: 2005, Status: Open, Structure Length: 4.41m (14.47ft), Average Daily Traffic: 24,400 (year 1988), Truck Traffic: 11%, Average Future Daily Traffic: 18,400 , Design Load: HS 25, Features Intersected: GTW RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.172, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 63.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 63163172000S011, Location: @ (M-59) E OF PONTIAC (Lat: 42.641744, Lng: -83.238242), Route carried "on" structure: Interstate 75, Year Built: 1963, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 76,803 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 81,411 (year 2018), Design Load: HS 20+Mod, Features Intersected: M-59 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.837, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 64, Subroute: 8), Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 22.0m (72.2ft), Out-to-Out Width: 23.0m (75.5ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 63163172000S012, Location: EAST OF PONTIAC (M-59) (Lat: 42.641494, Lng: -83.238597), Route carried "on" structure: Interstate 75, Year Built: 1963, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 58,550 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 81,411 (year 2018), Design Load: HS 20+Mod, Features Intersected: M-59 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.952, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 64, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.7m (81.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 22.0m (72.2ft), Out-to-Out Width: 23.0m (75.5ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.04m (23.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Cathodic Protection Find on map >>
Structure Number: 63163172000S023, Location: 0.4 MI N.OF M-59 (Lat: 42.649333, Lng: -83.238100), Route carried "on" structure: City street 2059, Year Built: 1990, Status: Open, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 7,369 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 5,000 (year 2005), Design Load: HS 20, Features Intersected: I-75, Facility Carried by Structure: FEATHERSTONE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.978, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 32.7 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 63163172000S024, Location: 0.4 MI N. OF M-59 (Lat: 42.649328, Lng: -83.238453), Route carried "on" structure: City street 9230, Year Built: 1990, Status: Open, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 6,553 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 5,000 (year 2005), Design Load: HS 20, Features Intersected: I-75, Facility Carried by Structure: FEATHERSTONE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.950, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 32.7 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 63163172000S033, Location: 1.6 MI N OF M-59 (Lat: 42.665806, Lng: -83.240997), Route carried "on" structure: City street 2059, Year Built: 1963, Status: Open, Structure Length: 10.30m (33.79ft), Average Daily Traffic: 24,399 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 8,850 , Design Load: HS 20+Mod, Features Intersected: I-75, Facility Carried by Structure: UNIVERSITY DR (EB) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.237, Lanes on structure: 4, Lanes under structure: 10, Base Highway Network: Yes (Inventory Route: 62, Subroute: 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: 4, Length of Maximum Span: 36.2m (118.8ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 16.7m (54.8ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 97.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.30m (33.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 63163172000S041, Location: 2.0 MI N OF M-59 (Lat: 42.670944, Lng: -83.241017), Route carried "on" structure: Interstate 75, Year Built: 1963, Year Reconstructed: 1989, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 103,000 (year 1995), Truck Traffic: 7%, Average Future Daily Traffic: 110,720 (year 2015), Design Load: HS 20+Mod, Features Intersected: PONTIAC RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.127, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 64, Subroute: 8), Owner: State Highway Agency, Approaching Roadway Width: 21.2m (69.6ft), Skew: 30 degrees, 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: 21.2m (69.6ft), Out-to-Out Width: 22.2m (72.8ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Operating Rating: 65.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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 15 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 63163172000S042, Location: 2.0 MI. N. OF M-59 (Lat: 42.669553, Lng: -83.241361), Route carried "on" structure: Interstate 75, Year Built: 1963, Year Reconstructed: 1989, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 103,000 (year 1995), Truck Traffic: 7%, Average Future Daily Traffic: 110,720 (year 2015), Design Load: HS 20+Mod, Features Intersected: PONTIAC ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.085, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 64, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 30.1m (98.8ft), Skew: 30 degrees, 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: 29.4m (96.5ft), Out-to-Out Width: 31.1m (102.0ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Operating Rating: 32.7 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 15 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 63163172000S061, Location: @ I-75 , M-24 (Lat: 42.683569, Lng: -83.243297), Route carried "on" structure: Interstate 75, Year Built: 1962, Year Reconstructed: 1988, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 66,212 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 71,178 (year 2018), Design Load: HS 20+Mod, Features Intersected: I-75 BL & M-24 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.570, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes (Inventory Route: 64, Subroute: 8), Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 20.5m (67.3ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 63163172000S062, Location: @ I-75 , M-24 (Lat: 42.683347, Lng: -83.243556), Route carried "on" structure: Interstate 75, Year Built: 1962, Year Reconstructed: 1988, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 66,212 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 71,178 (year 2018), Design Load: HS 20+Mod, Features Intersected: M-24 & I-75 BL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.657, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 64, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 20.0m (65.6ft), Skew: 11 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 20.5m (67.3ft), Out-to-Out Width: 20.5m (67.3ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 63163172000S073, Location: @ M-24 (I-75 SB TO M-24) (Lat: 42.692044, Lng: -83.250936), Route carried "on" structure: Ramp State highway 24, Year Built: 1962, Year Reconstructed: 2002, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 21,280 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 24,472 (year 2018), Design Load: HS 20, Features Intersected: I-75 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.034, Lanes on structure: 1, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 32.7 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 63163172000S074, Location: @ M-24 (M-24 CONN TO I-75 (Lat: 42.692172, Lng: -83.251047), Route carried "on" structure: Ramp State highway 24, Year Built: 1962, Year Reconstructed: 2002, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 21,280 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 24,472 (year 2018), Design Load: HS 20, Features Intersected: I-75 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.035, Lanes on structure: 1, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 32.7 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 63163172000S083, Location: @ M-24(I-75 CONN TO M-24) (Lat: 42.693114, Lng: -83.241681), Route carried "on" structure: Ramp Interstate 75, Year Built: 1962, Status: Open, Structure Length: 5.57m (18.27ft), Average Daily Traffic: 7,600 (year 1982), Truck Traffic: 11%, Average Future Daily Traffic: 7,600 , Design Load: HS 25, Features Intersected: M-24 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.801, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.0m (49.2ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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 15 months, Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 63163172000S084, Location: @ M-24(I-75 CONN TO I-75 (Lat: 42.693278, Lng: -83.241708), Route carried "on" structure: Ramp Interstate 75, Year Built: 1962, Status: Open, Structure Length: 5.57m (18.27ft), Average Daily Traffic: 8,940 (year 1982), Truck Traffic: 11%, Average Future Daily Traffic: 8,940 , Design Load: HS 25, Features Intersected: M-24 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.811, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 63163172000S09, Location: 0.8 MI NW OF M-24 (Lat: 42.695822, Lng: -83.261847), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 83,000 (year 1974), Truck Traffic: 9%, Average Future Daily Traffic: 1,250 , Design Load: H 15, Features Intersected: I-75, Facility Carried by Structure: GIDDINGS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.093, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 63163172000S18, Location: I-75 EAST OF PONTIAC (Lat: 42.651861, Lng: -83.238219), Route carried "on" structure: Ramp Interstate 75, Year Built: 1990, Status: Open, Structure Length: 11.09m (36.38ft), Average Daily Traffic: 7,000 (year ), Truck Traffic: 10%, Average Future Daily Traffic: 22,400 (year 2015), Design Load: HS 20, Features Intersected: I-75 RAMP B & I-75 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.682, Lanes on structure: 2, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 63163172000S19, Location: I-75 EAST OF PONTIAC (Lat: 42.655583, Lng: -83.239250), Route carried "on" structure: Ramp Interstate 75, Year Built: 1990, Status: Open, Structure Length: 16.67m (54.69ft), Average Daily Traffic: 9,000 (year 1910), Truck Traffic: 3%, Average Future Daily Traffic: 9,000 (year 2010), Design Load: HS 20, Features Intersected: I-75 RAMP C & I-75 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.296, Lanes on structure: 1, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 89.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 63163174000B041, Location: 0.6 MI S OF M-59 (Lat: 42.632103, Lng: -83.238553), Route carried "on" structure: Interstate 75, Year Built: 1964, Year Reconstructed: 2001, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 68,844 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 72,975 (year 2018), Design Load: HS 20+Mod, Features Intersected: CLINTON R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.794, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 64, Subroute: 8), Owner: State Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 25.3m (83.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 63163174000B042, Location: 0.6 MI S OF M-59 (Lat: 42.632111, Lng: -83.238900), Route carried "on" structure: Interstate 75, Year Built: 1964, Year Reconstructed: 2001, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 68,844 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 72,975 (year 2018), Design Load: HS 20+Mod, Features Intersected: CLINTON R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.907, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 64, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 25.3m (83.0ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 63200250000B01, Location: BET AUBURN AND M59FREEWAY (Lat: 42.636150, Lng: -83.249583), Route carried "on" structure: County highway 2059, Year Built: 1975, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 28,242 (year 1993), Truck Traffic: 5%, Average Future Daily Traffic: 50,000 (year 2017), Design Load: HS 25, Features Intersected: CLINTON RIVER, Facility Carried by Structure: OPDYKE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.518, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 61, Subroute: 5), Owner: County Highway Agency, Approaching Roadway Width: 17.3m (56.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 30.9 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 634034500039B01, Location: BET M59 AND AUBURN (Lat: 42.636814, Lng: -83.220014), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 200 (year 1992), Design Load: H 20, Features Intersected: CLINTON RIVER, Facility Carried by Structure: SQUIRREL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.364, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, 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: Better than present minimum criteria, 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, Inspection Date: September 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 634034500921B01, Location: BET SQUIRREL AND ADAMS (Lat: 42.646553, Lng: -83.212583), Route carried "on" structure: City street 2059, Year Built: 1989, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 6,000 (year 0 ), Average Future Daily Traffic: 9,300 (year 2005), Design Load: HS 20, Features Intersected: CLINTON RIVER, Facility Carried by Structure: HAMLIN ROAD E BD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.576, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 0.0m, Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up Find on map >>
Structure Number: 634034500921B02, Location: BET SQUIRREL AND ADAMS (Lat: 42.646800, Lng: -83.212450), Route carried "on" structure: City street 2059, Year Built: 1989, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 6,000 (year 0 ), Truck Traffic: 5%, Average Future Daily Traffic: 9,300 (year 2005), Design Load: HS 20, Features Intersected: CLINTON RIVER, Facility Carried by Structure: HAMLIN ROAD WBOUND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.576, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.5m (8.2ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Built-up Find on map >>
Structure Number: 634034563042B01, Location: 1.3 MI W OF AUBURN HTS. (Lat: 42.635289, Lng: -83.246461), Route carried "on" structure: City street 2059, Year Built: 1947, Year Reconstructed: 2003, Status: Open, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 13,000 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 15,815 (year 2015), Design Load: HS 20, Features Intersected: CLINTON RIVER, Facility Carried by Structure: OLD M-59 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.673, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.7m (54.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.1m (52.8ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 634034563042B02, Location: IN AUBURN HTS. (Lat: 42.633594, Lng: -83.224308), Route carried "on" structure: City street 2059, Year Built: 1952, Year Reconstructed: 2001, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 16,000 (year 1995), Truck Traffic: 4%, Average Future Daily Traffic: 15,283 (year 2015), Design Load: HS 20, Features Intersected: CLINTON RIVER, Facility Carried by Structure: OLD M-59(AUBURN R) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.512, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 4.4m (14.4ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 20.9m (68.6ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 63163043000S031, Location: PONTIAC TWP. SEC. 25 (Lat: 42.643436, Lng: -83.219642), Route carried "under" structure: State highway 59, Year Built: 1999, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 77,472 (year 2003), Truck Traffic: 3%, Features Intersected: M-59, Facility Carried by Structure: SQUIRREL RD NB Minimum Vertical Clearance: 0.61m (2.00ft), Kilometerpoint: 39.929, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 42.1m (138.1ft) Find on map >>
Structure Number: 63163043000S032, Location: PONTIAC TWP. SEC. 25 (Lat: 42.643392, Lng: -83.220025), Route carried "under" structure: State highway 59, Year Built: 1999, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 77,472 (year 2003), Truck Traffic: 3%, Features Intersected: M-59, Facility Carried by Structure: SQUIRREL RD SB Minimum Vertical Clearance: 0.61m (2.00ft), Kilometerpoint: 39.897, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 42.1m (138.1ft) Find on map >>
Structure Number: 63163172000S011, Location: @ (M-59) E OF PONTIAC (Lat: 42.641744, Lng: -83.238242), Route carried "under" structure: State highway 59, Year Built: 1963, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 77,472 (year 2003), Truck Traffic: 3%, Features Intersected: M-59, Facility Carried by Structure: I-75 NB Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 38.389, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft) Find on map >>
Structure Number: 63163172000S012, Location: EAST OF PONTIAC (M-59) (Lat: 42.641494, Lng: -83.238597), Route carried "under" structure: State highway 59, Year Built: 1963, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 54,456 (year 2003), Truck Traffic: 4%, Features Intersected: M-59, Facility Carried by Structure: I-75 SB Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 3.836, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft) Find on map >>
Structure Number: 63163172000S023, Location: 0.4 MI N.OF M-59 (Lat: 42.649333, Lng: -83.238100), Route carried "under" structure: Interstate 75, Year Built: 1990, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 153,606 (year 2003), Truck Traffic: 4%, Features Intersected: I-75, Facility Carried by Structure: FEATHERSTONE RD Minimum Vertical Clearance: 0.61m (2.00ft), Kilometerpoint: 3.071, Lanes on structure: 2, Lanes under structure: 9, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft) Find on map >>
Structure Number: 63163172000S024, Location: 0.4 MI N. OF M-59 (Lat: 42.649328, Lng: -83.238453), Route carried "under" structure: Interstate 75, Year Built: 1990, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 153,606 (year 2003), Truck Traffic: 4%, Features Intersected: I-75, Facility Carried by Structure: FEATHERSTONE RD Minimum Vertical Clearance: 0.61m (2.00ft), Kilometerpoint: 30.821, Lanes on structure: 2, Lanes under structure: 9, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft) Find on map >>
Structure Number: 63163172000S033, Location: 1.6 MI N OF M-59 (Lat: 42.665806, Lng: -83.240997), Route carried "under" structure: Interstate 75, Year Built: 1963, Structure Length: 10.30m (33.79ft), Average Daily Traffic: 103,000 (year 1995), Truck Traffic: 7%, Features Intersected: I-75, Facility Carried by Structure: UNIVERSITY DR (EB) Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 32.555, Lanes on structure: 4, Lanes under structure: 10, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.2m (118.8ft) Find on map >>
Structure Number: 63163172000S041, Location: 2.0 MI N OF M-59 (Lat: 42.670944, Lng: -83.241017), Route carried "under" structure: City street 2059, Year Built: 1963, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 4,800 (year ), Features Intersected: PONTIAC RD, Facility Carried by Structure: I-75 NB Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 1.128, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft) Find on map >>
Structure Number: 63163172000S042, Location: 2.0 MI. N. OF M-59 (Lat: 42.669553, Lng: -83.241361), Route carried "under" structure: City street 2059, Year Built: 1963, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 4,800 (year 1995), Features Intersected: PONTIAC ROAD, Facility Carried by Structure: I-75 SB Minimum Vertical Clearance: 4.47m (14.67ft), Lanes on structure: 5, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft) Find on map >>
Structure Number: 63163172000S061, Location: @ I-75 , M-24 (Lat: 42.683569, Lng: -83.243297), Route carried "under" structure: Business Interstate 75, Year Built: 1962, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 32,552 (year 2003), Truck Traffic: 2%, Features Intersected: I-75 BL & M-24 Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.457, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft) Find on map >>
Structure Number: 63163172000S062, Location: @ I-75 , M-24 (Lat: 42.683347, Lng: -83.243556), Route carried "under" structure: Business Interstate 75, Year Built: 1962, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 32,552 (year 2003), Truck Traffic: 2%, Features Intersected: M-24 & I-75 BL Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 0.425, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.6m (61.0ft) Find on map >>
Structure Number: 63163172000S073, Location: @ M-24 (I-75 SB TO M-24) (Lat: 42.692044, Lng: -83.250936), Route carried "under" structure: Interstate 75, Year Built: 1962, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 104,086 (year 2003), Truck Traffic: 4%, Features Intersected: I-75, Facility Carried by Structure: M-24 CONN EB Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.357, Lanes on structure: 1, Lanes under structure: 9, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft) Find on map >>
Structure Number: 63163172000S074, Location: @ M-24 (M-24 CONN TO I-75 (Lat: 42.692172, Lng: -83.251047), Route carried "under" structure: Interstate 75, Year Built: 1962, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 104,086 (year 2003), Truck Traffic: 4%, Features Intersected: I-75, Facility Carried by Structure: M-24 CONN WB Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 35.718, Lanes on structure: 1, Lanes under structure: 9, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft) Find on map >>
Structure Number: 63163172000S083, Location: @ M-24(I-75 CONN TO M-24) (Lat: 42.693114, Lng: -83.241681), Route carried "under" structure: State highway 24, Year Built: 1962, Structure Length: 5.57m (18.27ft), Average Daily Traffic: 52,738 (year 2003), Truck Traffic: 5%, Features Intersected: M-24, Facility Carried by Structure: I-75 CONN EB Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 1.579, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft) Find on map >>
Structure Number: 63163172000S084, Location: @ M-24(I-75 CONN TO I-75 (Lat: 42.693278, Lng: -83.241708), Route carried "under" structure: State highway 24, Year Built: 1962, Structure Length: 5.57m (18.27ft), Average Daily Traffic: 52,738 (year 2003), Truck Traffic: 5%, Features Intersected: M-24, Facility Carried by Structure: I-75 CONN WB Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 1.596, Lanes on structure: 1, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.2m (63.0ft) Find on map >>
Structure Number: 63163172000S09, Location: 0.8 MI NW OF M-24 (Lat: 42.695822, Lng: -83.261847), Route carried "under" structure: Interstate 75, Year Built: 1962, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 104,086 (year 2003), Truck Traffic: 4%, Features Intersected: I-75, Facility Carried by Structure: GIDDINGS RD Minimum Vertical Clearance: 6.12m (20.08ft), Kilometerpoint: 3.679, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft) Find on map >>
Structure Number: 63163172000S18, Location: I-75 EAST OF PONTIAC (Lat: 42.651861, Lng: -83.238219), Route carried "under" structure: Interstate 75, Year Built: 1990, Structure Length: 11.09m (36.38ft), Average Daily Traffic: 153,606 (year 2003), Truck Traffic: 4%, Features Intersected: I-75 RAMP B & I-75 Minimum Vertical Clearance: 5.44m (17.85ft), Kilometerpoint: 30.986, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.7m (113.8ft) Find on map >>
Structure Number: 63163172000S19, Location: I-75 EAST OF PONTIAC (Lat: 42.655583, Lng: -83.239250), Route carried "under" structure: Interstate 75, Year Built: 1990, Structure Length: 16.67m (54.69ft), Average Daily Traffic: 147,274 (year 2003), Truck Traffic: 4%, Features Intersected: I-75 RAMP C & I-75 Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 3.141, Lanes on structure: 1, Lanes under structure: 9, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.7m (113.8ft) Find on map >>
Structure Number: 63163174000N01, Location: AUBURN RD @ I-75 (Lat: 42.634500, Lng: -83.238861), Route carried "under" structure: Interstate 75, Year Built: 2001, Structure Length: 8.27m (27.13ft), Average Daily Traffic: 124,000 (year 1995), Truck Traffic: 10%, Features Intersected: I-75, Facility Carried by Structure: AUBURN RD PED Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 28.439, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 43.9m (144.0ft) Discuss this city on our hugely popular Michigan forum Back to: Auburn Hills, MI, Michigan, All US cities.
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