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

Find on map >>   Show street view

Structure Number: 7568,  Location: 1.0 MI N OF I-96 (Lat: 43.187839,  Lng: -86.204922),  Route carried "on" structure: US 31,  Year Built: 1959,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 31,322 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,129 (year 2018),  Design Load: HS 20,  Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.884,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 85,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $50,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 7569,  Location: 1.0 MI N OF I-96 (Lat: 43.187825,  Lng: -86.205194),  Route carried "on" structure: US 31,  Year Built: 1949,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 31,322 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 36,129 (year 2018),  Design Load: HS 20,  Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.901,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 85,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 60.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $68,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 7572,  Location: 0.7 MI N OF I-96 (Lat: 43.179711,  Lng: -86.204961),  Route carried "on" structure: City street 2007,  Year Built: 1959,  Status: Open,  Structure Length: 5.78m (18.96ft),  Average Daily Traffic: 3,500 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,875 (year 2033),  Design Load: H 15,  Features Intersected: US-31,  Facility Carried by Structure: SHETTLER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.980,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.9m (58.7ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 7573,  Location: 2.0 MI N OF I-96 (Lat: 43.200956,  Lng: -86.204908),  Route carried "on" structure: City street 2007,  Year Built: 1959,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 3,900 (year 1988),  Average Future Daily Traffic: 3,520 (year 1977),  Design Load: H 20,  Features Intersected: US-31,  Facility Carried by Structure: BROADWAY ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.971,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.9m (58.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.76m (18.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $68,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $80,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 7579,  Location: 1.0 MI N OF OTTAWA COL (Lat: 43.132347,  Lng: -86.210411),  Route carried "on" structure: City street 2007,  Year Built: 1958,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 10,850 (year 2016),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,000 (year 2036),  Design Load: H 15,  Features Intersected: US-31,  Facility Carried by Structure: PONTALUNA
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.448,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.3m (53.5ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 758,  Location: 2.5 MI N OF OTTAWA COL (Lat: 43.154236,  Lng: -86.211358),  Route carried "on" structure: City street 2007,  Year Built: 1993,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 2,520 (year 1988),  Average Future Daily Traffic: 29,400 (year 2010),  Design Load: HS 25 or greater,  Features Intersected: US-31,  Facility Carried by Structure: STERNBERG RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.778,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 28.6m (93.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 29.2m (95.8ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 7581,  Location: 0.3 MI S OF I-96 (Lat: 43.168825,  Lng: -86.208644),  Route carried "on" structure: City street 2007,  Year Built: 1959,  Status: Open,  Structure Length: 5.68m (18.64ft),  Average Daily Traffic: 2,300 (year 1988),  Average Future Daily Traffic: 2,050 (year 1977),  Design Load: H 15,  Features Intersected: US-31,  Facility Carried by Structure: HILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.458,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.67m (18.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $67,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $79,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 7616,  Location: 1.3 MI NW OF US-31 (Lat: 43.183814,  Lng: -86.223678),  Route carried "on" structure: Business Interstate 96,  Year Built: 1957,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 18,500 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 20,400 (year 2033),  Design Load: HS 20,  Features Intersected: BLACK CREEK,  Facility Carried by Structure: US-31 BR S
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.941,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 85,  Subroute: 17),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 7617,  Location: 1.3 MI NW OF US-31 (Lat: 43.183925,  Lng: -86.223569),  Route carried "on" structure: Business Interstate 96,  Year Built: 1957,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 18,200 (year 2013),  Truck Traffic: 6%,  Average Future Daily Traffic: 20,400 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: BLACK CREEK,  Facility Carried by Structure: US-31 BR N
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.941,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 85,  Subroute: 13),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 7618,  Location: 3.9 MI NW OF US-31 (Lat: 43.201169,  Lng: -86.259886),  Route carried "on" structure: City street 2007,  Year Built: 1955,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 7,300 (year 2014),  Average Future Daily Traffic: 8,075 (year 2034),  Design Load: HS 20,  Features Intersected: US-31 BR,  Facility Carried by Structure: BROADWAY AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.492,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.4m (53.8ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $61,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 7619,  Location: 0.4 MI NW OF US-31 (Lat: 43.176233,  Lng: -86.213889),  Route carried "on" structure: City street 2007,  Year Built: 1959,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 3,800 (year 1988),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,370 (year 2008),  Design Load: H 15,  Features Intersected: US-31 BR,  Facility Carried by Structure: AIRPORT RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.666,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.7m (77.8ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.09m (29.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,521,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $334,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 7625,  Location: @ US-31 & I-96 INTERCHG (Lat: 43.173106,  Lng: -86.205842),  Route carried "on" structure: City street 2007,  Year Built: 1961,  Status: Open,  Structure Length: 4.92m (16.14ft),  Average Daily Traffic: 5,000 (year 1977),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,000 (year 1977),  Design Load: HS 20+Mod,  Features Intersected: US-31,  Facility Carried by Structure: AIRLINE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.416,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.9m (45.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 7627,  Location: @ US-31 (I-96 UNDER) (Lat: 43.171692,  Lng: -86.206722),  Route carried "on" structure: US 31,  Year Built: 1959,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 62,644 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 72,259 (year 2018),  Design Load: HS 20,  Features Intersected: I-96
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.055,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 85,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.7m (54.8ft),  Curb-To-Curb Width: 32.2m (105.6ft),  Out-to-Out Width: 33.2m (108.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 86.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 7628,  Location: 0.4 MI SE OF US-31 (Lat: 43.168750,  Lng: -86.202447),  Route carried "on" structure: Interstate 96,  Year Built: 1961,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 22,336 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 38,856 (year 2018),  Design Load: HS 20,  Features Intersected: HILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.472,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 85,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.7m (54.8ft),  Curb-To-Curb Width: 34.2m (112.2ft),  Out-to-Out Width: 35.2m (115.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 81.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $204,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 7629,  Location: 1.3 MI SE OF US-31 (Lat: 43.154022,  Lng: -86.181425),  Route carried "on" structure: County highway 6110,  Year Built: 1961,  Status: Open,  Structure Length: 10.00m (32.81ft),  Average Daily Traffic: 3,080 (year 1995),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,542 (year 2015),  Design Load: H 15,  Features Intersected: I-96,  Facility Carried by Structure: STERNBERG RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.163,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 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-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 10.00m (32.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $269,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $163,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 7702,  Location: NORTON SHORES (Lat: 43.184317,  Lng: -86.223122),  Route carried "on" structure: Alternate City street 2007,  Year Built: 1931,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 5,583 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,169 (year 2040),  Design Load: HS 20,  Features Intersected: BLACK CREEK,  Facility Carried by Structure: AIRLINE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.336,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 7703,  Location: IN NORTON SHORES (Lat: 43.168419,  Lng: -86.291147),  Route carried "on" structure: City street 2007,  Year Built: 1982,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 8,000 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,000 (year 2039),  Design Load: HS 20,  Features Intersected: MONA LAKE CHANNEL,  Facility Carried by Structure: LAKE HARBOR ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.448,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 13.4m (44.0ft)),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.3m (79.7ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

Find on map >>   Show street view

Structure Number: 7704,  Location: 0.5 MI S OF PONTALUNA RD (Lat: 43.126028,  Lng: -86.253092),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 722 (year 1997),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,300 (year 2010),  Design Load: HS 20,  Features Intersected: LITTLE BLACK CREEK,  Facility Carried by Structure: BLACK LAKE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.368,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.4m (27.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 7705,  Location: NORTON SHORES (Lat: 43.179425,  Lng: -86.263692),  Route carried "on" structure: City street 2007,  Year Built: 1988,  Status: Open,  Structure Length: 28.84m (94.62ft),  Average Daily Traffic: 25,000 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,000 (year 2036),  Design Load: HS 20,  Features Intersected: MONA LAKE,  Facility Carried by Structure: HENRY STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.181,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 86,  Subroute: 4),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 48.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 7706,  Location: 0.5 MI S OF PONTALUNA RD (Lat: 43.127536,  Lng: -86.235719),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 400 (year 1999),  Average Future Daily Traffic: 670 (year 2015),  Design Load: HS 20,  Features Intersected: YONKERS DRAIN,  Facility Carried by Structure: WOOD RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.048,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 62.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

Find on map >>   Show street view

Structure Number: 8916,  Location: SECTION 3 SPRING LAKE TWP (Lat: 43.112172,  Lng: -86.190628),  Route carried "on" structure: County highway ,  Year Built: 1977,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 6.78m (22.24ft),  Average Daily Traffic: 1,160 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,100 (year 2040),  Design Load: Greater than HL93,  Features Intersected: CORNELIUS BAYOU,  Facility Carried by Structure: W SPRING LAKE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.040,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.5m (31.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 80.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 60.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to 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,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2020,  Underwater Inspection Date: August 2018,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 7572,  Location: 0.7 MI N OF I-96 (Lat: 43.179711,  Lng: -86.204961),  Route carried "under" structure: US 31,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 55,200 (year 2011),  Truck Traffic: 5%,  Features Intersected: US-31,  Facility Carried by Structure: SHETTLER RD
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 6.982,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.9m (58.7ft)

Find on map >>   Show street view

Structure Number: 7573,  Location: 2.0 MI N OF I-96 (Lat: 43.200956,  Lng: -86.204908),  Route carried "under" structure: US 31,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 62,644 (year 2007),  Truck Traffic: 5%,  Features Intersected: US-31,  Facility Carried by Structure: BROADWAY ST
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 9.343,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.9m (58.7ft)

Find on map >>   Show street view

Structure Number: 7579,  Location: 1.0 MI N OF OTTAWA COL (Lat: 43.132347,  Lng: -86.210411),  Route carried "under" structure: US 31,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 37,717 (year 2014),  Truck Traffic: 4%,  Features Intersected: US-31,  Facility Carried by Structure: PONTALUNA
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 1.617,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 16.3m (53.5ft)

Find on map >>   Show street view

Structure Number: 758,  Location: 2.5 MI N OF OTTAWA COL (Lat: 43.154236,  Lng: -86.211358),  Route carried "under" structure: US 31,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 49,602 (year 2007),  Truck Traffic: 4%,  Features Intersected: US-31,  Facility Carried by Structure: STERNBERG RD
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 4.049,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

Find on map >>   Show street view

Structure Number: 7581,  Location: 0.3 MI S OF I-96 (Lat: 43.168825,  Lng: -86.208644),  Route carried "under" structure: US 31,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 49,602 (year 2007),  Truck Traffic: 4%,  Features Intersected: US-31,  Facility Carried by Structure: HILE RD
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 5.710,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 17.6m (57.7ft)

Find on map >>   Show street view

Structure Number: 7618,  Location: 3.9 MI NW OF US-31 (Lat: 43.201169,  Lng: -86.259886),  Route carried "under" structure: Business Interstate 96,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 18,900 (year 2014),  Truck Traffic: 4%,  Features Intersected: US-31 BR,  Facility Carried by Structure: BROADWAY AVE
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 6.244,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.4m (53.8ft)

Find on map >>   Show street view

Structure Number: 7619,  Location: 0.4 MI NW OF US-31 (Lat: 43.176233,  Lng: -86.213889),  Route carried "under" structure: Business Interstate 96,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 20,498 (year 2007),  Truck Traffic: 6%,  Features Intersected: US-31 BR,  Facility Carried by Structure: AIRPORT RD
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 0.756,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.7m (77.8ft)

Find on map >>   Show street view

Structure Number: 7621,  Location: 4.1 MI NW OF US-31 (Lat: 43.202633,  Lng: -86.259858),  Route carried "under" structure: Business Interstate 96,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 17,550 (year 2007),  Truck Traffic: 6%,  Features Intersected: US-31 BR,  Facility Carried by Structure: MI SHORE
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 6.407,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

Find on map >>   Show street view

Structure Number: 7622,  Location: 0.7 MI NW OF US-31 (Lat: 43.177842,  Lng: -86.216642),  Route carried "under" structure: Business Interstate 96,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 20,498 (year 2007),  Truck Traffic: 6%,  Features Intersected: US-31 BR,  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 1.059,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 31.7m (104.0ft)

Find on map >>   Show street view

Structure Number: 7625,  Location: @ US-31 & I-96 INTERCHG (Lat: 43.173106,  Lng: -86.205842),  Route carried "under" structure: US 31,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 62,644 (year 2007),  Truck Traffic: 5%,  Features Intersected: US-31,  Facility Carried by Structure: AIRLINE ROAD
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 6.238,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.9m (45.6ft)

Find on map >>   Show street view

Structure Number: 7626,  Location: @ US-31 & I-96 INTERCHG (Lat: 43.172981,  Lng: -86.204900),  Route carried "under" structure: Ramp Interstate 96,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 6,000 (year 1988),  Features Intersected: US-31 RAMP,  Facility Carried by Structure: AIRLINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.457,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.3m (46.9ft)

Find on map >>   Show street view

Structure Number: 7627,  Location: @ US-31 (I-96 UNDER) (Lat: 43.171692,  Lng: -86.206722),  Route carried "under" structure: Interstate 96,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 22,336 (year 2007),  Truck Traffic: 9%,  Features Intersected: I-96,  Facility Carried by Structure: US-31
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.016,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.7m (54.8ft)

Find on map >>   Show street view

Structure Number: 7628,  Location: 0.4 MI SE OF US-31 (Lat: 43.168750,  Lng: -86.202447),  Route carried "under" structure: County highway ,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 3,501 (year 1991),  Features Intersected: HILE RD,  Facility Carried by Structure: I-96
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 1.938,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.7m (54.8ft)

Find on map >>   Show street view

Structure Number: 7629,  Location: 1.3 MI SE OF US-31 (Lat: 43.154022,  Lng: -86.181425),  Route carried "under" structure: Interstate 96,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 22,336 (year 2007),  Truck Traffic: 9%,  Features Intersected: I-96,  Facility Carried by Structure: STERNBERG RD
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 2.826,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)