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

Find on map >>   Show street view

Structure Number: 376,  Location: 2.0 MI W OF STANDISH (Lat: 43.983064,  Lng: -83.997789),  Route carried "on" structure: State highway 61,  Year Built: 1952,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 4,242 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,845 (year 2018),  Design Load: HS 20,  Features Intersected: M BR PINE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.819,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 106,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 63.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1819,  Location: 0.4 MI N OF I-69 (Lat: 42.813064,  Lng: -84.511014),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 14.69m (48.20ft),  Average Daily Traffic: 7,500 (year 1994),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,500 (year 2014),  Design Load: HS 25 or greater,  Features Intersected: US-127 & I-69 C-D/RAMPS,  Facility Carried by Structure: CLARK ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 22.673,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.5m (47.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  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 24 months,  Inspection Date: May 2020,  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: 1849,  Location: 2.6 MI N OF EAST LANSING (Lat: 42.807117,  Lng: -84.511106),  Route carried "on" structure: Ramp Interstate 69,  Year Built: 1985,  Status: Open,  Structure Length: 17.22m (56.50ft),  Average Daily Traffic: 8,647 (year 2010),  Truck Traffic: 11%,  Average Future Daily Traffic: 9,522 (year 2020),  Design Load: HS 25 or greater,  Features Intersected: US-127, SB&NB US-127 C-D
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.115,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1858,  Location: 0.2 MILES NORTH OF CLARK (Lat: 42.815375,  Lng: -84.519914),  Route carried "on" structure: Interstate 69,  Year Built: 1973,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 37,978 (year 2007),  Truck Traffic: 16%,  Average Future Daily Traffic: 49,205 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: CHANDLER DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.217,  Lanes on structure: 8,  Base Highway Network: Yes (Inventory Route: 36,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 38.1m (125.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  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: 97.2 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

Find on map >>   Show street view

Structure Number: 1893,  Location: 0.2 MI N OF INGHAM COL (Lat: 42.772186,  Lng: -84.513314),  Route carried "on" structure: US 127,  Year Built: 1971,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 41,300 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 43,325 (year 2032),  Design Load: HS 20,  Features Intersected: COLEMAN RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.285,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 36,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 2 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: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 1894,  Location: 1 MI N OF INGHAM CO LINE (Lat: 42.784108,  Lng: -84.513592),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 3,300 (year 0000),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,300 (year 2015),  Design Load: H 20,  Features Intersected: US-127,  Facility Carried by Structure: STATE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.563,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.6m (139.8ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 70.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 1896,  Location: 0.75 MI W OF CHANDLER RD (Lat: 42.813042,  Lng: -84.500392),  Route carried "on" structure: County highway 1912,  Year Built: 1963,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 4,198 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 7,582 (year 2031),  Design Load: HS 20,  Features Intersected: BR OF LOOKING GLASS RIVR,  Facility Carried by Structure: CLARK RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 23.568,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 45.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 3752,  Location: W LTS OF E LANSING (Lat: 42.724022,  Lng: -84.512708),  Route carried "on" structure: Interstate 496,  Year Built: 1970,  Status: Open,  Structure Length: 13.59m (44.59ft),  Average Daily Traffic: 34,831 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 34,732 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: RED CEDAR RIVER & RAMP V
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.448,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 35,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 42.6m (139.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.3 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: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Other Special Inspection Date: October 2020,  Bridge Improvement Cost: $2,867,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 3753,  Location: W LTS OF E LANSING (Lat: 42.724292,  Lng: -84.512342),  Route carried "on" structure: Interstate 496,  Year Built: 1970,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 12.61m (41.37ft),  Average Daily Traffic: 34,831 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 34,732 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: RED CEDAR RIVER & RAMP V
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.487,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 35,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.7m (54.8ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 73.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.1 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,885,000,  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: 3757,  Location: IN EAST LANSING (Lat: 42.720203,  Lng: -84.504767),  Route carried "on" structure: Interstate 496,  Year Built: 1963,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 34,668 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 34,953 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: CSX RR & TROWBRIDGE RMP
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.348,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 35,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 60.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.3 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Other Special Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 3758,  Location: IN EAST LANSING (Lat: 42.720408,  Lng: -84.504122),  Route carried "on" structure: Interstate 496,  Year Built: 1963,  Status: Open,  Structure Length: 9.71m (31.86ft),  Average Daily Traffic: 34,668 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 34,953 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: CSX RR & TROWBRIDGE RMP
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.482,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 35,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.0m,  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 89.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 53.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Other Special Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 376,  Location: IN EAST LANSING (Lat: 42.719264,  Lng: -84.504692),  Route carried "on" structure: Interstate 496,  Year Built: 1963,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 29,013 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 34,953 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: GTW RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.622,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 35,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,215,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: 3761,  Location: IN EAST LANSING (Lat: 42.719967,  Lng: -84.503839),  Route carried "on" structure: Ramp Interstate 496,  Year Built: 1963,  Status: Temporarily open,  Structure Length: 7.98m (26.18ft),  Average Daily Traffic: 2,802 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,020,  Design Load: HS 20+Mod,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.076,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Fair,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Other Special Inspection Date: January 2022,  Bridge Improvement Cost: $90,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 3776,  Location: IN E LANSING (Lat: 42.723858,  Lng: -84.509242),  Route carried "on" structure: Interstate 496,  Year Built: 1970,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 33,453 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 34,732 (year 2018),  Design Load: HS 20,  Features Intersected: US-127 RAMP SB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.817,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 35,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $447,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 3777,  Location: IN E LANSING (Lat: 42.724258,  Lng: -84.508486),  Route carried "on" structure: Interstate 496,  Year Built: 1970,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 34,668 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 34,953 (year 2018),  Design Load: HS 20,  Features Intersected: US-127 SB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.876,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 35,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Other Special Inspection Date: October 2020,  Bridge Improvement Cost: $194,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 3786,  Location: IN E LANSING (US127 OFF R (Lat: 42.724269,  Lng: -84.509328),  Route carried "on" structure: Interstate 496,  Year Built: 1970,  Status: Temporarily open,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 33,453 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 34,732 (year 2018),  Design Load: HS 20,  Features Intersected: US-127 SB RAMP
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.807,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes (Inventory Route: 35,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 66.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.9 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: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $161,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 3856,  Location: 0.2 MI N OF LANSING (Lat: 42.760742,  Lng: -84.509164),  Route carried "on" structure: County highway 2003,  Year Built: 1972,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 31,175 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 34,800 (year 2033),  Design Load: H 20,  Features Intersected: US-127,  Facility Carried by Structure: LAKE LANSING ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.095,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 31.2m (102.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 65.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $405,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 3877,  Location: AT E LIMITS OF E LANSING (Lat: 42.728300,  Lng: -84.462106),  Route carried "on" structure: County highway 2003,  Year Built: 2007,  Status: Open,  Structure Length: 3.55m (11.65ft),  Average Daily Traffic: 18,950 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 23,130 (year 2039),  Design Load: HS 20,  Features Intersected: RED CEDAR RIVER,  Facility Carried by Structure: HAGADORN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 33.793,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 3886,  Location: 0.25 MILES E OF LANSING (Lat: 42.729425,  Lng: -84.505911),  Route carried "on" structure: City street 2003,  Year Built: 1999,  Status: Open,  Structure Length: 2.81m (9.22ft),  Average Daily Traffic: 6,002 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,803 (year 2027),  Design Load: HS 20,  Features Intersected: RED CEDAR RIVER,  Facility Carried by Structure: KALAMAZOO STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.127,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.4m (76.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: May 2020,  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: 3925,  Location: IN THE CITY OF E LANSING (Lat: 42.729656,  Lng: -84.493919),  Route carried "on" structure: City street 2003,  Year Built: 1937,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 3.04m (9.97ft),  Average Daily Traffic: 18,646 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,834 (year 2035),  Design Load: HS 20,  Features Intersected: RED CEDAR RIVER,  Facility Carried by Structure: HARRISON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.818,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 66.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3926,  Location: 0.5 MI N OF SHAW LANE MSU (Lat: 42.728033,  Lng: -84.471969),  Route carried "on" structure: ServiceCity street ,  Year Built: 1963,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 5,102 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,630 (year 2023),  Design Load: H 20,  Features Intersected: RED CEDAR RIVER,  Facility Carried by Structure: BOGUE STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.272,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.9m (58.7ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 21.8m (71.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 3964,  Location: MICHIGAN STATE UNIVERSITY (Lat: 42.731717,  Lng: -84.486933),  Route carried "on" structure: State lands road ,  Year Built: 1926,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 16,395 (year 1997),  Average Future Daily Traffic: 29,609 (year 2017),  Features Intersected: RED CEDAR RIVER,  Facility Carried by Structure: KALAMAZOO @ CIR DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.855,  Lanes on structure: 3,  Owner: State Agenciy,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 3.6m (11.8ft),  Right: 3.6m (11.8ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  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: 3965,  Location: MICHIGAN STATE UNIVERSITY (Lat: 42.727694,  Lng: -84.477842),  Route carried "on" structure: State lands road ,  Year Built: 1926,  Year Reconstructed: 1999,  Status: Posted for load,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 11,510 (year 1995),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,788 (year 2015),  Features Intersected: RED CEDAR RIVER,  Facility Carried by Structure: FARM LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.575,  Lanes on structure: 3,  Owner: State Agenciy,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 4.2m (13.8ft),  Right: 4.2m (13.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 30.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 6 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 1819,  Location: 0.4 MI N OF I-69 (Lat: 42.813064,  Lng: -84.511014),  Route carried "under" structure: US 127,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 28,718 (year 2007),  Truck Traffic: 8%,  Features Intersected: US-127 & I-69 C-D/RAMPS,  Facility Carried by Structure: CLARK ROAD
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 4.843,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

Find on map >>   Show street view

Structure Number: 1845,  Location: 2.6 MI N OF EAST LANSING (Lat: 42.806375,  Lng: -84.511114),  Route carried "under" structure: US 127,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 20,953 (year 2007),  Truck Traffic: 8%,  Features Intersected: US-127, SB&NB US-127 C-D,  Facility Carried by Structure: I-69 EB
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 4.118,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

Find on map >>   Show street view

Structure Number: 1846,  Location: 2.6 MI N OF EAST LANSING (Lat: 42.806792,  Lng: -84.511122),  Route carried "under" structure: US 127,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 14,359 (year 2007),  Truck Traffic: 8%,  Features Intersected: US-127, SB&NB US-127 C-D,  Facility Carried by Structure: I-69 WB
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 4.167,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.1m (148.0ft)

Find on map >>   Show street view

Structure Number: 1847,  Location: 2.5 MI N OF EAST LANSING (Lat: 42.806072,  Lng: -84.511122),  Route carried "under" structure: US 127,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 41,906 (year 2007),  Truck Traffic: 7%,  Features Intersected: US-127, SB&NB US-127 C-D,  Facility Carried by Structure: I-69 EB C-D
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 4.085,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.5m (155.8ft)

Find on map >>   Show street view

Structure Number: 1848,  Location: 2.3 MI N OF EAST LANSING (Lat: 42.802808,  Lng: -84.483717),  Route carried "under" structure: Interstate 69,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 35,042 (year 2007),  Truck Traffic: 20%,  Features Intersected: I-69,  Facility Carried by Structure: CHANDLER ROAD
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 17.842,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

Find on map >>   Show street view

Structure Number: 1849,  Location: 2.6 MI N OF EAST LANSING (Lat: 42.807117,  Lng: -84.511106),  Route carried "under" structure: Ramp US 127,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 14,045 (year 2015),  Truck Traffic: 8%,  Features Intersected: US-127, SB&NB US-127 C-D,  Facility Carried by Structure: WB I-69 C-D
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 1.205,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

Find on map >>   Show street view

Structure Number: 1849,  Location: 2.6 MI N OF EAST LANSING (Lat: 42.807117,  Lng: -84.511106),  Route carried "under" structure: US 127,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 14,045 (year 2015),  Truck Traffic: 8%,  Features Intersected: US-127, SB&NB US-127 C-D,  Facility Carried by Structure: WB I-69 C-D
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 4.202,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

Find on map >>   Show street view

Structure Number: 1849,  Location: 2.6 MI N OF EAST LANSING (Lat: 42.807117,  Lng: -84.511106),  Route carried "under" structure: Ramp US 127,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 14,045 (year 2015),  Truck Traffic: 8%,  Features Intersected: US-127, SB&NB US-127 C-D,  Facility Carried by Structure: WB I-69 C-D
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.621,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

Find on map >>   Show street view

Structure Number: 1864,  Location: 3 MI N OF INGHAM CO LINE (Lat: 42.813058,  Lng: -84.517414),  Route carried "under" structure: Interstate 69,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 33,902 (year 2007),  Truck Traffic: 18%,  Features Intersected: I-69 & US-127,  Facility Carried by Structure: CLARK RD
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 9.125,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.9m (140.7ft)

Find on map >>   Show street view

Structure Number: 1865,  Location: 1 MI E OF US-27 (Lat: 42.816539,  Lng: -84.523136),  Route carried "under" structure: County highway 1969,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 5,215 (year 1984),  Truck Traffic: 3%,  Features Intersected: WOOD RD,  Facility Carried by Structure: I-69 EB
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 6.212,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

Find on map >>   Show street view

Structure Number: 1866,  Location: 1 MI E OF US-27 (Lat: 42.816981,  Lng: -84.523136),  Route carried "under" structure: County highway 1969,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 5,215 (year 1984),  Truck Traffic: 6%,  Features Intersected: WOOD RD,  Facility Carried by Structure: I-69 WB
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 6.261,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.4m (99.7ft)

Find on map >>   Show street view

Structure Number: 1892,  Location: 0.2 MI N OF INGHAM COL (Lat: 42.772022,  Lng: -84.513714),  Route carried "under" structure: County highway ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 300 (year 2007),  Truck Traffic: 1%,  Features Intersected: COLEMAN RD,  Facility Carried by Structure: US-127 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  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: 1893,  Location: 0.2 MI N OF INGHAM COL (Lat: 42.772186,  Lng: -84.513314),  Route carried "under" structure: County highway ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 300 (year 2007),  Truck Traffic: 1%,  Features Intersected: COLEMAN RD,  Facility Carried by Structure: US-127 NB
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  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: 1894,  Location: 1 MI N OF INGHAM CO LINE (Lat: 42.784108,  Lng: -84.513592),  Route carried "under" structure: US 127,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 41,300 (year 2012),  Truck Traffic: 5%,  Features Intersected: US-127,  Facility Carried by Structure: STATE RD
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.6m (139.8ft)

Find on map >>   Show street view

Structure Number: 3734,  Location: IN EAST LANSING (Lat: 42.746883,  Lng: -84.473411),  Route carried "under" structure: Business Interstate 69,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 27,836 (year 2007),  Truck Traffic: 2%,  Features Intersected: I-69 BR,  Facility Carried by Structure: PED @HITCH POST RD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 10.772,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.7m (77.8ft)

Find on map >>   Show street view

Structure Number: 3735,  Location: IN EAST LANSING (Lat: 42.744564,  Lng: -84.493947),  Route carried "under" structure: Business Interstate 69,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 29,825 (year 2007),  Truck Traffic: 3%,  Features Intersected: I-69 BR,  Facility Carried by Structure: HARRISON ST PED
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 9.032,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 22.2m (72.8ft)

Find on map >>   Show street view

Structure Number: 3752,  Location: W LTS OF E LANSING (Lat: 42.724022,  Lng: -84.512708),  Route carried "under" structure: Ramp Interstate 496,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 1974),  Features Intersected: RED CEDAR RIVER & RAMP V
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.365,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.6m (139.8ft)

Find on map >>   Show street view

Structure Number: 3753,  Location: W LTS OF E LANSING (Lat: 42.724292,  Lng: -84.512342),  Route carried "under" structure: Ramp Interstate 496,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 1974),  Features Intersected: RED CEDAR RIVER & RAMP V
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.417,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

Find on map >>   Show street view

Structure Number: 3757,  Location: IN EAST LANSING (Lat: 42.720203,  Lng: -84.504767),  Route carried "under" structure: Ramp Interstate 496,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 8,900 (year 1988),  Features Intersected: CSX RR & TROWBRIDGE RMP
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.327,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

Find on map >>   Show street view

Structure Number: 3758,  Location: IN EAST LANSING (Lat: 42.720408,  Lng: -84.504122),  Route carried "under" structure: Ramp Interstate 496,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 8,900 (year 1988),  Features Intersected: CSX RR & TROWBRIDGE RMP
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 0.389,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

Find on map >>   Show street view

Structure Number: 3776,  Location: IN E LANSING (Lat: 42.723858,  Lng: -84.509242),  Route carried "under" structure: Ramp US 127,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 11,500 (year 1974),  Features Intersected: US-127 RAMP SB,  Facility Carried by Structure: I-496 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.182,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

Find on map >>   Show street view

Structure Number: 3777,  Location: IN E LANSING (Lat: 42.724258,  Lng: -84.508486),  Route carried "under" structure: US 127,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 23,815 (year 2007),  Truck Traffic: 7%,  Features Intersected: US-127 SB,  Facility Carried by Structure: I-496 WB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.229,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.9m (107.9ft)

Find on map >>   Show street view

Structure Number: 3786,  Location: IN E LANSING (US127 OFF R (Lat: 42.724269,  Lng: -84.509328),  Route carried "under" structure: Ramp US 127,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 28,000 (year 1995),  Truck Traffic: 7%,  Features Intersected: US-127 SB RAMP,  Facility Carried by Structure: I-496 WB
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.135,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.3m (46.9ft)

Find on map >>   Show street view

Structure Number: 3842,  Location: IN EAST LANSING (Lat: 42.726300,  Lng: -84.509658),  Route carried "under" structure: Ramp Interstate 496,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 0000),  Features Intersected: RED CEDAR RIV & RAMP V,  Facility Carried by Structure: US-127 NB
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.792,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

Find on map >>   Show street view

Structure Number: 3843,  Location: IN EAST LANSING (Lat: 42.726033,  Lng: -84.510056),  Route carried "under" structure: Ramp Interstate 496,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 0000),  Features Intersected: RED CEDAR RIV & RAMP V,  Facility Carried by Structure: US-127 SB
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.748,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

Find on map >>   Show street view

Structure Number: 3856,  Location: 0.2 MI N OF LANSING (Lat: 42.760742,  Lng: -84.509164),  Route carried "under" structure: US 127,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 38,960 (year 2011),  Truck Traffic: 7%,  Features Intersected: US-127,  Facility Carried by Structure: LAKE LANSING ROAD
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 4.403,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.7m (117.1ft)

Find on map >>   Show street view

Structure Number: 13426,  Location: MICHIGAN STATE UNIVERSITY (Lat: 42.714222,  Lng: -84.478194),  Route carried "under" structure: City street ,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 11,510 (year 2005),  Truck Traffic: 3%,  Features Intersected: FARM LANE,  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 1.073,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 34.6m (113.5ft)