 |
 |
Bridge Statistics for East Lansing, Michigan (MI) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: East Lansing, MI, Michigan, Michigan forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 29 Total length: 211 meters (692ft) Total average daily traffic: 589,138 Total average daily truck traffic: 33,176 National Bridge Inventory (NBI) Registered Bridges for East Lansing
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 33133045000B01, 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: 33,720 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 34,732 (year 2018), Design Load: HS 20+Mod, Features Intersected: RED CEDAR R & RAMP V Minimum Vertical Clearance: 30+ m (98+ ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 76.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Inspection Date: October 2007, Bridge Improvement Cost: $3,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 33133045000B02, 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: 12.62m (41.40ft), Average Daily Traffic: 33,720 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 34,732 (year 2018), Design Load: HS 25, Features Intersected: RED CEDAR R & RAMP V Minimum Vertical Clearance: 30+ m (98+ ft), 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: 42.6m (139.8ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 40.9 metric tons, Inventory Rating: 40.9 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, 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 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: October 2007, Other Special Inspection Date: October 1994, Bridge Improvement Cost: $2,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 33133045000R03, 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: 33,935 (year 2003), 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+ m (98+ ft), 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: 0.1m (0.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.7m (48.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 33133045000R04, Location: IN EAST LANSING (Lat: 42.720408, Lng: -84.504122), Route carried "on" structure: Interstate 496, Year Built: 1963, Status: Open, Structure Length: 9.72m (31.89ft), Average Daily Traffic: 33,935 (year 2003), 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+ m (98+ ft), Kilometerpoint: 8.481, 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: 0.1m (0.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Inventory Rating: 48.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 33133045000R05, Location: IN EAST LANSING (Lat: 42.719261, Lng: -84.504311), Route carried "on" structure: Interstate 496, Year Built: 1963, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 33,935 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 34,953 (year 2018), Design Load: HS 20+Mod, Features Intersected: GTW RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.621, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: 35, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.7m (48.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 43.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 33133045000R06, 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: 33,935 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 34,953 (year 2018), Design Load: HS 20+Mod, Features Intersected: GTW RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.502, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 35, Subroute: 10), 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: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 88.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 33133045000R07, Location: IN EAST LANSING (Lat: 42.719967, Lng: -84.503839), Route carried "on" structure: Ramp Interstate 496, Year Built: 1963, Status: Open, Structure Length: 7.98m (26.18ft), Average Daily Traffic: 5,500 (year 1988), Truck Traffic: 7%, Average Future Daily Traffic: 2,750 , Design Load: HS 20+Mod, Features Intersected: CSX RR Minimum Vertical Clearance: 30+ m (98+ ft), 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: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 86.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 33133045000R08, Location: IN LANSING (Lat: 42.725078, Lng: -84.542644), Route carried "on" structure: Ramp Interstate 496, Year Built: 1970, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 4,200 (year 1988), Truck Traffic: 8%, Average Future Daily Traffic: 3,660 , Design Load: HS 20, Features Intersected: CONRAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.282, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 86.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 33133045000S05, 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: 33,720 (year 2003), 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+ m (98+ ft), 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: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 78.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 33133045000S06, 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: 33,935 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 34,953 (year 2018), Design Load: HS 20, Features Intersected: US-127 SB Minimum Vertical Clearance: 30+ m (98+ ft), 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: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 77.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 33133045000S16, Location: IN E LANSING (US127 OFF R (Lat: 42.724269, Lng: -84.509328), Route carried "on" structure: Interstate 496, Year Built: 1970, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 33,720 (year 2003), 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+ m (98+ ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Inventory Rating: 48.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 33133171000B01, Location: IN EAST LANSING (Lat: 42.726300, Lng: -84.509658), Route carried "on" structure: US 127, Year Built: 1964, Status: Open, Structure Length: 8.04m (26.38ft), Average Daily Traffic: 25,690 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 28,002 (year 2018), Design Load: HS 20+Mod, Features Intersected: RED CEDAR R & RAMP V Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.560, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 34, Subroute: 4), Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.7m (48.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Inventory Rating: 45.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 33133171000B02, Location: IN EAST LANSING (Lat: 42.726033, Lng: -84.510056), Route carried "on" structure: US 127, Year Built: 1964, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 25,690 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 28,002 (year 2018), Design Load: HS 20+Mod, Features Intersected: RED CEDAR R.& RAMP V Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.502, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 34, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 66.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 334201800038B01, Location: IN THE CITY OF E. LANSING (Lat: 42.729656, Lng: -84.493919), Route carried "on" structure: City street 2003, Year Built: 1963, Year Reconstructed: 1991, Status: Open, Structure Length: 3.04m (9.97ft), Average Daily Traffic: 23,000 (year 1990), Truck Traffic: 5%, Average Future Daily Traffic: 33,000 (year 2010), Design Load: HS 20, Features Intersected: RED CEDAR RIVER, Facility Carried by Structure: HARRISON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.820, 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: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 334201800115B01, Location: .25MILES 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: 7,600 (year 1995), Truck Traffic: 3%, Average Future Daily Traffic: 8,950 (year 2018), Design Load: HS 20, Features Intersected: RED CEDAR RIVER, Facility Carried by Structure: KALAMAZOO STREET Minimum Vertical Clearance: 30+ m (98+ ft), 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: Very good, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 335201800061B01, Location: 0.5 MI N OF SHAW LANE MSU (Lat: 42.728033, Lng: -84.471969), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 11,700 (year 1991), Truck Traffic: 5%, Average Future Daily Traffic: 16,750 (year 2011), Design Load: H 20, Features Intersected: RED CEDAR RIVER, Facility Carried by Structure: BOGUE STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, 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: Box Beam or Girders - Single/Spread, 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: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 335800599999B01, 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 , Features Intersected: RED CEDAR RIVER, Facility Carried by Structure: KALAMAZOO @ CIR DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.846, 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: Good, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: July 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 335800599999B02, Location: MICHIGAN STATE UNIVERSITY (Lat: 42.727694, Lng: -84.477842), Route carried "on" structure: State lands road , Year Built: 1926, Year Reconstructed: 1999, Status: Open, Structure Length: 3.65m (11.98ft), Average Daily Traffic: 11,510 (year 1995), Truck Traffic: 3%, Average Future Daily Traffic: 20,788 , 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: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 33133043000P01, Location: IN EAST LANSING (Lat: 42.746883, Lng: -84.473411), Route carried "under" structure: Business Interstate 69, Year Built: 1964, Structure Length: 6.82m (22.38ft), Average Daily Traffic: 31,908 (year 2003), Truck Traffic: 2%, Features Intersected: I-69 BR, Facility Carried by Structure: PED @HITCH POST RD Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 10.746, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.7m (77.8ft) Find on map >>
Structure Number: 33133043000P02, Location: IN EAST LANSING (Lat: 42.744564, Lng: -84.493947), Route carried "under" structure: Business Interstate 69, Year Built: 1970, Structure Length: 10.79m (35.40ft), Average Daily Traffic: 28,000 (year 1995), Truck Traffic: 3%, Features Intersected: I-69 BR, Facility Carried by Structure: HARRISON ST Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 4.474, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 22.2m (72.8ft) Find on map >>
Structure Number: 33133045000B01, Location: W LTS OF E LANSING (Lat: 42.724022, Lng: -84.512708), Route carried "under" structure: Ramp Interstate 496, Year Built: 1970, Structure Length: 13.59m (44.59ft), Average Daily Traffic: 5,000 (year 1974), Features Intersected: RED CEDAR R & RAMP V Minimum Vertical Clearance: 4.61m (15.12ft), 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 >>
Structure Number: 33133045000B02, Location: W LTS OF E LANSING (Lat: 42.724292, Lng: -84.512342), Route carried "under" structure: Ramp Interstate 496, Year Built: 1970, Structure Length: 12.62m (41.40ft), Average Daily Traffic: 5,000 (year 1974), Features Intersected: RED CEDAR R & RAMP V Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 0.417, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.6m (139.8ft) Find on map >>
Structure Number: 33133045000R03, Location: IN EAST LANSING (Lat: 42.720203, Lng: -84.504767), Route carried "under" structure: Ramp Interstate 496, Year Built: 1963, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 8,900 (year 1988), Features Intersected: CSX RR & TROWBRIDGE RMP Minimum Vertical Clearance: 4.98m (16.34ft), 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 >>
Structure Number: 33133045000R04, Location: IN EAST LANSING (Lat: 42.720408, Lng: -84.504122), Route carried "under" structure: Ramp Interstate 496, Year Built: 1963, Structure Length: 9.72m (31.89ft), 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 >>
Structure Number: 33133045000S05, Location: IN E LANSING (Lat: 42.723858, Lng: -84.509242), Route carried "under" structure: Ramp US 127, Year Built: 1970, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 11,500 (year 1974), Features Intersected: US-127 RAMP SB, Facility Carried by Structure: I-496 EB Minimum Vertical Clearance: 0.61m (2.00ft), 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 >>
Structure Number: 33133045000S06, Location: IN E LANSING (Lat: 42.724258, Lng: -84.508486), Route carried "under" structure: US 127, Year Built: 1970, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 25,690 (year 2003), Truck Traffic: 7%, Features Intersected: US-127 SB, Facility Carried by Structure: I-496 WB Minimum Vertical Clearance: 4.52m (14.83ft), 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 >>
Structure Number: 33133045000S16, 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: 3.65m (11.98ft), 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: 0.46m (1.51ft), 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 >>
Structure Number: 33133171000B01, Location: IN EAST LANSING (Lat: 42.726300, Lng: -84.509658), Route carried "under" structure: Ramp Interstate 496, Year Built: 1964, Structure Length: 8.04m (26.38ft), Average Daily Traffic: 200 (year ), Features Intersected: RED CEDAR R & RAMP V, Facility Carried by Structure: US-127 NB Minimum Vertical Clearance: 4.83m (15.85ft), 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 >>
Structure Number: 33133171000B02, Location: IN EAST LANSING (Lat: 42.726033, Lng: -84.510056), Route carried "under" structure: Ramp Interstate 496, Year Built: 1964, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 200 (year ), Features Intersected: RED CEDAR R.& RAMP V, Facility Carried by Structure: US-127 SB Minimum Vertical Clearance: 4.88m (16.01ft), 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) Discuss this city on our hugely popular Michigan forum Back to: East Lansing, MI, Michigan, All US cities.
|
 |
