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Bridge Statistics for Plymouth Township, Michigan (MI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 75Number of bridges
  • 892ft / 272mTotal length
  • $3,208,000Total costs
  • 3,663,019Total average daily traffic
  • 239,897Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Plymouth Township
  • No street view available for this location

New bridges in Plymouth Township, MI - historical statistics
  • New bridges - historical statistics
  • 21920-1929
  • 101930-1939
  • 21940-1949
  • 11950-1959
  • 561970-1979
  • 42000-2009
Reconstructed bridges in Plymouth Township, MI - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11930-1939
  • 11940-1949
  • 11950-1959
  • 11960-1969
  • 31970-1979
  • 01980-1989
  • 41990-1999
  • 32000-2009
Average Bridge Daily Traffic in Plymouth Township, MI
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 4.9%Very good
  • 29.3%Good
  • 22.0%Satisfactory
  • 31.7%Fair
  • 12.2%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 9.5%Very good
  • 52.4%Good
  • 16.7%Satisfactory
  • 7.1%Fair
  • 9.5%Poor
  • 2.4%Serious
  • 2.4%Critical
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 2.4%Very good
  • 33.3%Good
  • 35.7%Satisfactory
  • 23.8%Fair
  • 4.8%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 11.1%Very good
  • 33.3%Good
  • 27.8%Satisfactory
  • 16.7%Fair
  • 11.1%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 33.3%Very good
  • 33.3%Good
  • 33.3%Fair
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Structure Number: 12119,  Location: PLYMOUTH T S/E N HINES DR (Lat: 42.384200,  Lng: -83.462611),  Route carried "on" structure: County highway 2057,  Year Built: 1921,  Year Reconstructed: 1953,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 9,257 (year 1997),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,330 (year 2015),  Design Load: HS 20,  Features Intersected: MIDDLE ROUGE RIVER,  Facility Carried by Structure: NORTHVILLE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.069,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1212,  Location: PLYMOUTH T S/NORTHVILLE (Lat: 42.392617,  Lng: -83.467261),  Route carried "on" structure: County highway 2057,  Year Built: 2000,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 12,201 (year 2001),  Truck Traffic: 1%,  Average Future Daily Traffic: 11,459 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: MIDDLE ROUGE RIVER,  Facility Carried by Structure: NORTHVILLE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.058,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 4.0m (13.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  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: 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: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Bituminous
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Structure Number: 12136,  Location: PLYMOUTH T S/PLYMOUTH RD (Lat: 42.371628,  Lng: -83.445511),  Route carried "on" structure: County highway 2057,  Year Built: 1949,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 8,882 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,000 (year 2019),  Design Load: HS 25 or greater,  Features Intersected: MIDDLE ROUGE RIVER,  Facility Carried by Structure: HAGGERTY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 18.244,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.2m (82.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.6m (51.2ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Very 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: 60.6 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 desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 12286,  Location: PLYMOUTH T @ PHOENIX YARD (Lat: 42.391700,  Lng: -83.467900),  Route carried "on" structure: County highway ,  Year Built: 1940,  Year Reconstructed: 1955,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 200 (year 1987),  Average Future Daily Traffic: 240 (year 2015),  Design Load: H 15,  Features Intersected: MIDDLE ROUGE RIVER,  Facility Carried by Structure: ISLAND DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.676,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.4m (17.7ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 26.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 15.9 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 12301,  Location: PLYMOUTH TW S/PLYMOUTH RD (Lat: 42.375322,  Lng: -83.454858),  Route carried "on" structure: County highway ,  Year Built: 1933,  Year Reconstructed: 1935,  Status: Closed,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 150 (year 1987),  Average Future Daily Traffic: 180 (year 2015),  Design Load: H 20,  Features Intersected: MIDDLE ROUGE RIVER,  Facility Carried by Structure: WOODS DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.023,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Critical,  Substructure: Fair,  Channel: Fair,  Operating Rating: 24.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 14.6 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 replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 12665,  Location: 0.9 MI W OF PLYMOUTH (Lat: 42.385614,  Lng: -83.475561),  Route carried "on" structure: Ramp State highway 14,  Year Built: 1976,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 92,000 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 110,000 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: M-14,  Facility Carried by Structure: RAMP B (EB)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.309,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 23.3m (76.4ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.1m (85.6ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.4 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 12666,  Location: 0.9 MI W OF PLYMOUTH (Lat: 42.385744,  Lng: -83.475414),  Route carried "on" structure: Ramp State highway 14,  Year Built: 1976,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 92,000 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 110,000 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: M-14,  Facility Carried by Structure: RAMP A (WB)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.711,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.1m (85.6ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.2 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: High priority of corrective action,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 11349,  Location: 1.2 MI W OF LIVONIA (Lat: 42.359100,  Lng: -83.453867),  Route carried "under" structure: State highway 14,  Year Built: 1935,  Structure Length: 0. m,  Average Daily Traffic: 30,420 (year 2007),  Truck Traffic: 3%,  Features Intersected: OLD M-14 (ANN ARBOR RD),  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 8.004,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 17.3m (56.8ft)

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Structure Number: 11351,  Location: 0.4 MI N OF PLYMOUTH (Lat: 42.390594,  Lng: -83.468647),  Route carried "under" structure: County highway ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 3,000 (year 1974),  Features Intersected: EDWARD HINES DRIVE,  Facility Carried by Structure: BIKEWAY STRUCTURE
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.296,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 11356,  Location: 2.5 MI W OF PLYMOUTH (Lat: 42.375533,  Lng: -83.534303),  Route carried "under" structure: State highway 14,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 55,818 (year 2007),  Truck Traffic: 10%,  Features Intersected: M-14,  Facility Carried by Structure: N TERRITORIAL RD
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 1.527,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.4m (135.8ft)

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Structure Number: 11357,  Location: 2.0 MI W OF PLYMOUTH (Lat: 42.380256,  Lng: -83.529214),  Route carried "under" structure: State highway 14,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 55,818 (year 2007),  Truck Traffic: 10%,  Features Intersected: M-14,  Facility Carried by Structure: RIDGE ROAD
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 2.203,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.0m (124.7ft)

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Structure Number: 11358,  Location: 1.0 MI W. OF PLYMOUTH (Lat: 42.382461,  Lng: -83.510083),  Route carried "under" structure: State highway 14,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 73,280 (year 2007),  Truck Traffic: 6%,  Features Intersected: M-14,  Facility Carried by Structure: BECK ROAD
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 3.811,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.0m (141.1ft)

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Structure Number: 11359,  Location: 1.2 MI W OF PLYMOUTH (Lat: 42.383542,  Lng: -83.480669),  Route carried "under" structure: County highway 2057,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 23,100 (year 1997),  Truck Traffic: 12%,  Features Intersected: SHELDON ROAD,  Facility Carried by Structure: M-14 WB
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 4.115,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 11361,  Location: 0.4 MI WEST OF PLYMOUTH (Lat: 42.390250,  Lng: -83.468569),  Route carried "under" structure: County highway 2057,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 2,989 (year 1996),  Truck Traffic: 8%,  Features Intersected: EDWARD HINES DRIVE,  Facility Carried by Structure: M-14
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.335,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 11362,  Location: 0.2 MI W OF PLYMOUTH (Lat: 42.390856,  Lng: -83.465553),  Route carried "under" structure: State highway 14,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 93,826 (year 2007),  Truck Traffic: 7%,  Features Intersected: M-14,  Facility Carried by Structure: NORTHVILLE RD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 7.785,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.3m (76.4ft)

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Structure Number: 11363,  Location: 0.3 MI NORTH OF PLYMOUTH (Lat: 42.389614,  Lng: -83.455664),  Route carried "under" structure: State highway 14,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 93,826 (year 2007),  Truck Traffic: 7%,  Features Intersected: M-14,  Facility Carried by Structure: ROBINWOOD DRIVE
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 8.639,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 11364,  Location: 1 MI W OF W CTY LTS LIVON (Lat: 42.386819,  Lng: -83.448869),  Route carried "under" structure: State highway 14,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 93,826 (year 2007),  Truck Traffic: 6%,  Features Intersected: M-14,  Facility Carried by Structure: SCHOOLCRAFT CONN
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 9.277,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.4m (149.0ft)

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Structure Number: 11365,  Location: 1.2 MI W OF PLYMOUTH (Lat: 42.383247,  Lng: -83.480700),  Route carried "under" structure: City street 2057,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 23,100 (year 1997),  Truck Traffic: 12%,  Features Intersected: SHELDON ROAD,  Facility Carried by Structure: M-14 EB
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 4.083,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.8m (91.2ft)

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Structure Number: 11366,  Location: 0.5 MI NORTH OF PLYMOUTH (Lat: 42.389789,  Lng: -83.470106),  Route carried "under" structure: State highway 14,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 93,826 (year 2007),  Truck Traffic: 6%,  Features Intersected: M-14,  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 7.392,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.5m (73.8ft)

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Structure Number: 11965,  Location: 0.5 MI W OF LIVONIA LTS (Lat: 42.352283,  Lng: -83.436886),  Route carried "under" structure: Interstate 275,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 127,518 (year 2007),  Truck Traffic: 7%,  Features Intersected: I-275,  Facility Carried by Structure: JOY RD
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 31.206,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.0m (124.7ft)

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Structure Number: 11966,  Location: 0.5 MI W OF LIVONIA (Lat: 42.359567,  Lng: -83.435747),  Route carried "under" structure: Interstate 275,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 131,306 (year 2007),  Truck Traffic: 6%,  Features Intersected: I-275,  Facility Carried by Structure: M-14 ANN ARBOR RD
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 32.029,  Lanes on structure: 6,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 11967,  Location: 0.3 MI W OF LIVONIA LTS (Lat: 42.364594,  Lng: -83.435958),  Route carried "under" structure: Interstate 275,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 131,306 (year 2007),  Truck Traffic: 6%,  Features Intersected: I-275,  Facility Carried by Structure: ANN ARBOR TRAIL
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 32.587,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.6m (133.2ft)

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Structure Number: 11968,  Location: 0.3 MI W OF LIVONIA LTS (Lat: 42.370172,  Lng: -83.436589),  Route carried "under" structure: County highway 2057,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 7,365 (year 1996),  Truck Traffic: 6%,  Features Intersected: E HINES DR,  Facility Carried by Structure: I-275 SB
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 4.952,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.5m (116.5ft)

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Structure Number: 11969,  Location: 0.3 MI W OF LIVONIA LTS (Lat: 42.372825,  Lng: -83.436289),  Route carried "under" structure: Interstate 275,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 131,306 (year 2007),  Truck Traffic: 6%,  Features Intersected: I-275,  Facility Carried by Structure: PLYMOUTH RD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 33.501,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 1197,  Location: 0.3 MI W OF LIVONIA (Lat: 42.382733,  Lng: -83.437106),  Route carried "under" structure: County highway 2057,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 8,066 (year 1995),  Truck Traffic: 8%,  Features Intersected: SCHOOLCRAFT RD,  Facility Carried by Structure: I-275 SB
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 1.067,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.4m (99.7ft)

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Structure Number: 11971,  Location: 0.3 MI W OF LIVONIA (Lat: 42.382914,  Lng: -83.435831),  Route carried "under" structure: County highway 2057,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 8,066 (year 1995),  Truck Traffic: 8%,  Features Intersected: SCHOOLCRAFT RD,  Facility Carried by Structure: I-275NB TO I-96EB
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 1.176,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.3m (99.4ft)

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Structure Number: 11972,  Location: 0.3 MI W OF LIVONIA (Lat: 42.387103,  Lng: -83.437025),  Route carried "under" structure: State highway 14,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 93,826 (year 2007),  Truck Traffic: 6%,  Features Intersected: M-14,  Facility Carried by Structure: I-275 SB
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 10.247,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 11973,  Location: 0.3 MI W OF LIVONIA (Lat: 42.386992,  Lng: -83.436125),  Route carried "under" structure: State highway 14,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 93,826 (year 2007),  Truck Traffic: 6%,  Features Intersected: M-14,  Facility Carried by Structure: I-275 NB
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 10.313,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 11974,  Location: 0.3 MI W OF LIVONIA (Lat: 42.386953,  Lng: -83.435847),  Route carried "under" structure: State highway 14,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 93,826 (year 2007),  Truck Traffic: 6%,  Features Intersected: M-14,  Facility Carried by Structure: I-275 NB COLLECTOR
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 10.336,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 11975,  Location: 0.3 MI W OF LIVONIA (Lat: 42.391222,  Lng: -83.433997),  Route carried "under" structure: Interstate 275,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 68,219 (year 2007),  Truck Traffic: 6%,  Features Intersected: I-275 NB,  Facility Carried by Structure: SB TO EB I-96
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 35.582,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 58.8m (192.9ft)

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Structure Number: 11978,  Location: 0.3 MI W OF LIVONIA LTS (Lat: 42.370161,  Lng: -83.436186),  Route carried "under" structure: County highway 2057,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 7,365 (year 1996),  Truck Traffic: 6%,  Features Intersected: E HINES DR,  Facility Carried by Structure: I-275 NB
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 4.984,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.5m (116.5ft)

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Structure Number: 11981,  Location: 0.2 MI W OF LIVONIA (Lat: 42.383019,  Lng: -83.436686),  Route carried "under" structure: County highway 2057,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 8,066 (year 1995),  Truck Traffic: 8%,  Features Intersected: SCHOOLCRAFT RD,  Facility Carried by Structure: I-275 NB
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 1.104,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.5m (96.8ft)

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Structure Number: 11982,  Location: 0.2 MI W OF LIVONIA (Lat: 42.382978,  Lng: -83.436417),  Route carried "under" structure: County highway 2057,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 8,066 (year 1995),  Truck Traffic: 8%,  Features Intersected: SCHOOLCRAFT RD,  Facility Carried by Structure: I-275 NB COLLECTOR
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 1.120,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.5m (96.8ft)

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Structure Number: 12064,  Location: PLYMOUTH TWP W/HAGGERTY (Lat: 42.376253,  Lng: -83.455103),  Route carried "under" structure: County highway 5536,  Year Built: 1934,  Structure Length: 0. m,  Average Daily Traffic: 7,192 (year 1996),  Features Intersected: E N HINES DRIVE,  Facility Carried by Structure: PLYMOUTH ROAD
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 2.643,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 12665,  Location: 0.9 MI W OF PLYMOUTH (Lat: 42.385614,  Lng: -83.475561),  Route carried "under" structure: State highway 14,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 93,826 (year 2007),  Truck Traffic: 6%,  Features Intersected: M-14,  Facility Carried by Structure: RAMP B (EB)
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 6.742,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.1m (85.6ft)

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Structure Number: 12666,  Location: 0.9 MI W OF PLYMOUTH (Lat: 42.385744,  Lng: -83.475414),  Route carried "under" structure: State highway 14,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 93,826 (year 2007),  Truck Traffic: 6%,  Features Intersected: M-14,  Facility Carried by Structure: RAMP A (WB)
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 6.761,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.1m (85.6ft)

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Structure Number: 13346,  Location: PLYMOUTH TWP (Lat: 42.381806,  Lng: -83.480861),  Route carried "under" structure: County highway 2057,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 23,900 (year 2006),  Features Intersected: SHELDON ROAD,  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 3.922,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.6m (41.3ft)

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