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

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Structure Number: 11614,  Location: IN LIVONIA (Lat: 42.410622,  Lng: -83.423483),  Route carried "on" structure: County highway 2057,  Year Built: 1974,  Status: Open,  Structure Length: 9.36m (30.71ft),  Average Daily Traffic: 17,600 (year 1977),  Truck Traffic: 3%,  Average Future Daily Traffic: 17,600 (year 1977),  Design Load: HS 20,  Features Intersected: I-96,  Facility Carried by Structure: SIX MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.459,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.3m (122.4ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.1 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: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11976,  Location: LIVONIA (Lat: 42.395969,  Lng: -83.430847),  Route carried "on" structure: County highway 2057,  Year Built: 1971,  Status: Open,  Structure Length: 18.11m (59.42ft),  Average Daily Traffic: 6,840 (year 1974),  Average Future Daily Traffic: 6,840 (year 1977),  Design Load: HS 20,  Features Intersected: I-96,  Facility Carried by Structure: FIVE MI RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.135,  Lanes on structure: 5,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 47.8m (156.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 86.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 51.8 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: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11977,  Location: W LIMITS OF LIVONIA (Lat: 42.385939,  Lng: -83.431550),  Route carried "on" structure: Ramp Interstate 96,  Year Built: 1971,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 7,950 (year 1982),  Average Future Daily Traffic: 7,950 (year 2020),  Design Load: HS 20,  Features Intersected: M-14 WB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.257,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 53.6m (175.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 12089,  Location: LIVONIA E/MIDDLE BELT (Lat: 42.412742,  Lng: -83.330469),  Route carried "on" structure: County highway 2057,  Year Built: 1976,  Status: Open,  Structure Length: 2.43m (7.97ft),  Average Daily Traffic: 19,968 (year 1997),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,379 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: TARABUSI DRAIN,  Facility Carried by Structure: SIX MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 18.156,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 168,  Subroute: 1),  Owner: County Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 18.7m (61.4ft),  Out-to-Out Width: 25.7m (84.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.2 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 12095,  Location: LIVONIA W/MERRIMAN (Lat: 42.426428,  Lng: -83.363419),  Route carried "on" structure: County highway 2057,  Year Built: 2007,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 21,183 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,616 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: TARABUSI DRAIN,  Facility Carried by Structure: SEVEN MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.734,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 170,  Subroute: 6),  Owner: County Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.6 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 12096,  Location: LIVONIA W/INKSTER (Lat: 42.427525,  Lng: -83.319386),  Route carried "on" structure: County highway 2057,  Year Built: 1928,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 23,213 (year 1995),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,132 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: UPPER ROUGE RIVER,  Facility Carried by Structure: SEVEN MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.359,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 170,  Subroute: 6),  Owner: County Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 84.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 50.5 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12144,  Location: LIVONIA N/ANN ARBR TRL (Lat: 42.358442,  Lng: -83.386475),  Route carried "on" structure: County highway 2057,  Year Built: 1947,  Status: Open,  Structure Length: 4.29m (14.07ft),  Average Daily Traffic: 27,486 (year 1997),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,754 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: E N HINES DRIVE,  Facility Carried by Structure: WAYNE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 19.021,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 471,  Subroute: 70),  Owner: County Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Material/Design: Concrete continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.1m (65.9ft),  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: 18.9m (62.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  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: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12146,  Location: LIVONIA N/FIVE MILE (Lat: 42.404253,  Lng: -83.373897),  Route carried "on" structure: County highway 2057,  Year Built: 1967,  Status: Posted for load,  Structure Length: 2.86m (9.38ft),  Average Daily Traffic: 41,944 (year 1995),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,184 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: BELL CREEK,  Facility Carried by Structure: FARMINGTON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.034,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 169,  Subroute: 2),  Owner: County Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.2m (36.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 25.6 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 12147,  Location: LIVONIA N/SEVEN MILE (Lat: 42.431389,  Lng: -83.375142),  Route carried "on" structure: County highway 2057,  Year Built: 1922,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 29,240 (year 2017),  Truck Traffic: 13%,  Average Future Daily Traffic: 29,300 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: TARABUSI DRAIN,  Facility Carried by Structure: FARMINGTON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.048,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 169,  Subroute: 2),  Owner: County Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.7 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12153,  Location: LIVONIA S/SIX MILE (Lat: 42.405875,  Lng: -83.354436),  Route carried "on" structure: County highway 2057,  Year Built: 1935,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 29,494 (year 1997),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,696 (year 2015),  Design Load: HS 20,  Features Intersected: BELL CREEK,  Facility Carried by Structure: MERRIMAN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 21.191,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12154,  Location: LIVONIA S/SEVEN MILE (Lat: 42.420583,  Lng: -83.355075),  Route carried "on" structure: County highway 2057,  Year Built: 1935,  Year Reconstructed: 1965,  Status: Posted for load,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 26,616 (year 1997),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,035 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: TARABUSI DRAIN,  Facility Carried by Structure: MERRIMAN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 22.825,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 24.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 14.3 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 12161,  Location: LIVONIA N/FIVE MILE (Lat: 42.408692,  Lng: -83.335028),  Route carried "on" structure: County highway 2057,  Year Built: 1930,  Year Reconstructed: 1991,  Status: Posted for load,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 39,364 (year 1996),  Truck Traffic: 7%,  Average Future Daily Traffic: 49,561 (year 2015),  Design Load: H 20,  Features Intersected: BELL CREEK,  Facility Carried by Structure: MIDDLE BELT ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 32.417,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 167,  Subroute: 3),  Owner: County Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Fair,  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: High priority of replacement,  Waterway Adequacy: Equal to present desirable 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12162,  Location: LIVONIA N/SIX MILE (Lat: 42.415447,  Lng: -83.335314),  Route carried "on" structure: County highway 2057,  Year Built: 1930,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 40,170 (year 1996),  Truck Traffic: 7%,  Average Future Daily Traffic: 41,573 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: TARABUSI DRAIN,  Facility Carried by Structure: MIDDLE BELT ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 33.168,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 167,  Subroute: 3),  Owner: County Highway Agency,  Approaching Roadway Width: 18.2m (59.7ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.6m (34.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 57.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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: Bituminous

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Structure Number: 1217,  Location: LIVONIA/REDFORD N/5 MILE (Lat: 42.405458,  Lng: -83.315258),  Route carried "on" structure: County highway 2057,  Year Built: 1958,  Status: Open,  Structure Length: 2.78m (9.12ft),  Average Daily Traffic: 18,960 (year 2019),  Truck Traffic: 11%,  Average Future Daily Traffic: 19,000 (year 2039),  Design Load: HS 20,  Features Intersected: BELL CREEK,  Facility Carried by Structure: INKSTER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 33.123,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 74.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12171,  Location: LIVONIA/REDFORD S/7 MILE (Lat: 42.424294,  Lng: -83.316078),  Route carried "on" structure: County highway 2057,  Year Built: 1995,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 15,580 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,610 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: UPPER ROUGE RIVER,  Facility Carried by Structure: INKSTER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 35.217,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 7 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.0m (55.8ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: 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: 69.3 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 corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 123,  Location: LIVONIA S/E N HINES DRIVE (Lat: 42.360414,  Lng: -83.400794),  Route carried "on" structure: County highway ,  Year Built: 1931,  Year Reconstructed: 1961,  Status: Closed,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 400 (year 1987),  Average Future Daily Traffic: 440 (year 2015),  Design Load: H 20,  Features Intersected: MIDDLE ROUGE RIVER,  Facility Carried by Structure: RIVERVIEW DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.185,  Lanes on structure: 1,  Owner: Local Agency,  Maintenance Responsibility: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 4.2m (13.8ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Serious,  Channel: Fair,  Operating Rating: 21.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 13.0 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,  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: > 39.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 12508,  Location: HUBBARD RD @ BELL CREEK (Lat: 42.403081,  Lng: -83.364097),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 3,267 (year 1990),  Average Future Daily Traffic: 4,000 (year 2010),  Design Load: HS 20+Mod,  Features Intersected: BELL CREEK,  Facility Carried by Structure: HUBBARD ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.229,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.6m (34.8ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $60,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 12509,  Location: NEWBURGH RD @ ROUGE RIVER (Lat: 42.366611,  Lng: -83.411275),  Route carried "on" structure: City street 2057,  Year Built: 1989,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 19,535 (year 1990),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,000 (year 2010),  Design Load: HS 20,  Features Intersected: ROUGE RIVER,  Facility Carried by Structure: NEWBURGH ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.668,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.0m (55.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum 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: October 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11348,  Location: IN LIVONIA (Lat: 42.366722,  Lng: -83.408275),  Route carried "under" structure: State highway 14,  Year Built: 1948,  Structure Length: 0. m,  Average Daily Traffic: 25,314 (year 2007),  Truck Traffic: 3%,  Features Intersected: OLD M-14 (ANN ARBOR RD),  Facility Carried by Structure: HINES DRIVE
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 12.022,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 22.2m (72.8ft)

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Structure Number: 11354,  Location: 0.6MI W OF W LTS LIVONIA (Lat: 42.387078,  Lng: -83.443800),  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: HAGGERTY ROAD
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 9.676,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 11487,  Location: IN LIVONIA (Lat: 42.382439,  Lng: -83.422439),  Route carried "under" structure: Interstate 96,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 131,900 (year 2012),  Truck Traffic: 5%,  Features Intersected: I-96,  Facility Carried by Structure: SCHOOLCRAFT RD
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 2.068,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.2m (161.4ft)

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Structure Number: 11488,  Location: IN LIVONIA (Lat: 42.381556,  Lng: -83.412014),  Route carried "under" structure: Interstate 96,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 131,900 (year 2012),  Truck Traffic: 5%,  Features Intersected: I-96,  Facility Carried by Structure: NEWBURGH RD
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 2.997,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 11489,  Location: IN LIVONIA (Lat: 42.381833,  Lng: -83.402175),  Route carried "under" structure: Interstate 96,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 127,200 (year 2012),  Truck Traffic: 5%,  Features Intersected: I-96,  Facility Carried by Structure: LEVAN RD
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 3.808,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 1149,  Location: IN LIVONIA (Lat: 42.382028,  Lng: -83.392858),  Route carried "under" structure: Interstate 96,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 136,900 (year 2012),  Truck Traffic: 5%,  Features Intersected: I-96,  Facility Carried by Structure: YALE AVE
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 4.576,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 11491,  Location: IN LIVONIA (Lat: 42.382561,  Lng: -83.377894),  Route carried "under" structure: Interstate 96,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 136,900 (year 2012),  Truck Traffic: 5%,  Features Intersected: I-96,  Facility Carried by Structure: STARK RD
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 5.803,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.3m (89.6ft)

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Structure Number: 11492,  Location: IN LIVONIA (Lat: 42.382386,  Lng: -83.372928),  Route carried "under" structure: Interstate 96,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 136,900 (year 2012),  Truck Traffic: 5%,  Features Intersected: I-96,  Facility Carried by Structure: FARMINGTON RD
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 6.217,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 11493,  Location: IN LIVONIA (Lat: 42.382572,  Lng: -83.365708),  Route carried "under" structure: Interstate 96,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 144,000 (year 2012),  Truck Traffic: 4%,  Features Intersected: I-96,  Facility Carried by Structure: BROOKFIELD AVE
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 6.811,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 11494,  Location: IN LIVONIA (Lat: 42.382719,  Lng: -83.359150),  Route carried "under" structure: Interstate 96,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 144,000 (year 2012),  Truck Traffic: 4%,  Features Intersected: I-96,  Facility Carried by Structure: BERWICK RD LFT TRN
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 7.342,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 11495,  Location: IN LIVONIA (Lat: 42.382850,  Lng: -83.353331),  Route carried "under" structure: Interstate 96,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 157,688 (year 2007),  Truck Traffic: 7%,  Features Intersected: I-96,  Facility Carried by Structure: MERRIMAN RD
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 7.831,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 11496,  Location: IN LIVONIA (Lat: 42.383014,  Lng: -83.347208),  Route carried "under" structure: Interstate 96,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 145,800 (year 2012),  Truck Traffic: 4%,  Features Intersected: I-96,  Facility Carried by Structure: WARNER COURT
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 8.335,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 11497,  Location: IN LIVONIA (Lat: 42.383339,  Lng: -83.333700),  Route carried "under" structure: Interstate 96,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 145,800 (year 2012),  Truck Traffic: 4%,  Features Intersected: I-96,  Facility Carried by Structure: MIDDLEBELT RD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 9.449,  Lanes on structure: 7,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 11498,  Location: IN LIVONIA (Lat: 42.383683,  Lng: -83.326689),  Route carried "under" structure: Interstate 96,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 145,000 (year 2012),  Truck Traffic: 4%,  Features Intersected: I-96,  Facility Carried by Structure: RACE TRACK ENTRC
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 10.027,  Lanes on structure: 4,  Lanes under structure: 9,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.9m (81.7ft)

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Structure Number: 11499,  Location: IN LIVONIA (Lat: 42.383889,  Lng: -83.318744),  Route carried "under" structure: Interstate 96,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 145,000 (year 2012),  Truck Traffic: 4%,  Features Intersected: I-96,  Facility Carried by Structure: CARDWELL RD
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 10.682,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 115,  Location: E LTS OF LIVONIA (Lat: 42.383939,  Lng: -83.314211),  Route carried "under" structure: Interstate 96,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 145,000 (year 2012),  Truck Traffic: 4%,  Features Intersected: I-96,  Facility Carried by Structure: INKSTER RD
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 11.055,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 26.6m (87.3ft)

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Structure Number: 11515,  Location: IN LIVONIA (Lat: 42.382819,  Lng: -83.354614),  Route carried "under" structure: Interstate 96,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 144,000 (year 2012),  Truck Traffic: 4%,  Features Intersected: I-96,  Facility Carried by Structure: MERRIMAN ROAD LT T
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 7.725,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 11516,  Location: IN LIVONIA (Lat: 42.382878,  Lng: -83.352081),  Route carried "under" structure: Interstate 96,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 144,000 (year 2012),  Truck Traffic: 4%,  Features Intersected: I-96,  Facility Carried by Structure: MERRIMAN ROAD LT T
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 7.934,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 11517,  Location: IN LIVONIA (Lat: 42.383197,  Lng: -83.339856),  Route carried "under" structure: Interstate 96,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 145,800 (year 2012),  Truck Traffic: 4%,  Features Intersected: I-96,  Facility Carried by Structure: MELVIN
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 8.940,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 11518,  Location: IN LIVONIA (Lat: 42.383308,  Lng: -83.335008),  Route carried "under" structure: Interstate 96,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 145,800 (year 2012),  Truck Traffic: 4%,  Features Intersected: I-96,  Facility Carried by Structure: LFT TRN W MIDLBELT
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 9.339,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 11519,  Location: IN LIVONIA (Lat: 42.383383,  Lng: -83.332386),  Route carried "under" structure: Interstate 96,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 145,000 (year 2012),  Truck Traffic: 4%,  Features Intersected: I-96,  Facility Carried by Structure: LFT TRN E MIDLBELT
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 9.557,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 1152,  Location: @ E LTS OF LIVONIA (Lat: 42.383922,  Lng: -83.315142),  Route carried "under" structure: Interstate 96,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 145,000 (year 2012),  Truck Traffic: 4%,  Features Intersected: I-96,  Facility Carried by Structure: LFT TRN W INKSTER
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 10.978,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 11521,  Location: @ E LTS OF LIVONIA (Lat: 42.384067,  Lng: -83.312675),  Route carried "under" structure: Interstate 96,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 145,900 (year 2012),  Truck Traffic: 4%,  Features Intersected: I-96,  Facility Carried by Structure: LFT TRN E INKSTER
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 11.182,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.3m (83.0ft)

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Structure Number: 11524,  Location: IN LIVONIA (Lat: 42.381758,  Lng: -83.404836),  Route carried "under" structure: Interstate 96,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 127,200 (year 2012),  Truck Traffic: 5%,  Features Intersected: I-96,  Facility Carried by Structure: LFT TRN W OF LEVAN
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 3.589,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 11525,  Location: IN LIVONIA (Lat: 42.381864,  Lng: -83.400725),  Route carried "under" structure: Interstate 96,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 136,900 (year 2012),  Truck Traffic: 5%,  Features Intersected: I-96,  Facility Carried by Structure: LFT TRN E OF LEVAN
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 3.927,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 11526,  Location: IN LIVONIA (Lat: 42.382392,  Lng: -83.374178),  Route carried "under" structure: Interstate 96,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 136,900 (year 2012),  Truck Traffic: 5%,  Features Intersected: I-96,  Facility Carried by Structure: FARMINGTON LFT TRN
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 6.114,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 11527,  Location: IN LIVONIA (Lat: 42.382417,  Lng: -83.371658),  Route carried "under" structure: Interstate 96,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 144,000 (year 2012),  Truck Traffic: 4%,  Features Intersected: I-96,  Facility Carried by Structure: FARMINGTON LFT TRN
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 6.322,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 11528,  Location: IN LIVONIA (Lat: 42.382147,  Lng: -83.388267),  Route carried "under" structure: Interstate 96,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 136,900 (year 2012),  Truck Traffic: 5%,  Features Intersected: I-96,  Facility Carried by Structure: WAYNE RD
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 4.954,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 11529,  Location: IN LIVONIA (Lat: 42.381547,  Lng: -83.413925),  Route carried "under" structure: Interstate 96,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 131,900 (year 2012),  Truck Traffic: 5%,  Features Intersected: I-96,  Facility Carried by Structure: NEWBURGH DBL U-TRN
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 2.841,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 1153,  Location: IN LIVONIA (Lat: 42.381644,  Lng: -83.409414),  Route carried "under" structure: Interstate 96,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 127,200 (year 2012),  Truck Traffic: 5%,  Features Intersected: I-96,  Facility Carried by Structure: NEWBURGH E LFT TRN
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 3.211,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 11611,  Location: IN LIVONIA (Lat: 42.439008,  Lng: -83.431861),  Route carried "under" structure: County highway 2057,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 16,500 (year 1977),  Features Intersected: EIGHT MILE RD,  Facility Carried by Structure: I-96 EB
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 2.982,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 11612,  Location: IN LIVONIA (Lat: 42.438986,  Lng: -83.432339),  Route carried "under" structure: County highway ,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 16,500 (year 1977),  Features Intersected: EIGHT MILE RD,  Facility Carried by Structure: I-96 WB
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 3.022,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 11613,  Location: IN LIVONIA (Lat: 42.425075,  Lng: -83.424078),  Route carried "under" structure: Interstate 96,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 196,316 (year 2007),  Truck Traffic: 8%,  Features Intersected: I-96,  Facility Carried by Structure: SEVEN MILE RD
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 1.701,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.3m (122.4ft)

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Structure Number: 11614,  Location: IN LIVONIA (Lat: 42.410622,  Lng: -83.423483),  Route carried "under" structure: Interstate 96,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 196,814 (year 2007),  Truck Traffic: 7%,  Features Intersected: I-96,  Facility Carried by Structure: SIX MILE RD
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 3.307,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.3m (122.4ft)

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Structure Number: 11976,  Location: LIVONIA (Lat: 42.395969,  Lng: -83.430847),  Route carried "under" structure: Interstate 96,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 136,438 (year 2007),  Truck Traffic: 8%,  Features Intersected: I-96,  Facility Carried by Structure: FIVE MI RD
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 0.068,  Lanes on structure: 5,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.8m (156.8ft)

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Structure Number: 11977,  Location: W LIMITS OF LIVONIA (Lat: 42.385939,  Lng: -83.431550),  Route carried "under" structure: State highway 14,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 68,219 (year 2007),  Truck Traffic: 6%,  Features Intersected: M-14 WB,  Facility Carried by Structure: SB TO EB I-96
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 10.722,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 53.6m (175.9ft)

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Structure Number: 12144,  Location: LIVONIA N/ANN ARBR TRL (Lat: 42.358442,  Lng: -83.386475),  Route carried "under" structure: County highway 20000,  Year Built: 1947,  Structure Length: 0. m,  Average Daily Traffic: 14,536 (year 1996),  Features Intersected: E N HINES DRIVE,  Facility Carried by Structure: WAYNE ROAD
Minimum Vertical Clearance: 4.26m (13.98ft),  Kilometerpoint: 9.666,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Frame,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 1216,  Location: LIVONIA S/I-96 (Lat: 42.376403,  Lng: -83.333372),  Route carried "under" structure: County highway 2057,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 52,604 (year 1996),  Truck Traffic: 5%,  Features Intersected: MIDDLE BELT ROAD,  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 28.839,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.7m (54.8ft)

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Structure Number: 12163,  Location: LIVONIA S/BASE LINE (Lat: 42.435903,  Lng: -83.336356),  Route carried "under" structure: County highway 2057,  Year Built: 1931,  Structure Length: 0. m,  Average Daily Traffic: 36,858 (year 1996),  Truck Traffic: 5%,  Features Intersected: MIDDLE BELT ROAD,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 35.441,  Lanes under structure: 5,  Material/Design: Aluminum, Iron,  Design/Construction: Arch - Thru,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: 12777,  Location: LIVONIA SOUTH OF I-96 (Lat: 42.375897,  Lng: -83.352850),  Route carried "under" structure: County highway 2057,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 43,251 (year 1997),  Truck Traffic: 5%,  Features Intersected: MERRIMAN ROAD,  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 4.84m (15.88ft),  Kilometerpoint: 17.866,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)