Bridge Statistics for Livonia, Michigan (MI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 31920-1929
- 61930-1939
- 41940-1949
- 11950-1959
- 41960-1969
- 691970-1979
- 21980-1989
- 21990-1999
- 22000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 31960-1969
- 01970-1979
- 21980-1989
- 21990-1999
- 202000-2009
- Bridge Condition - Deck
- 26.4%Very good
- 34.0%Good
- 15.1%Satisfactory
- 15.1%Fair
- 5.7%Poor
- 3.8%Serious
- Bridge Condition - Superstructure
- 13.2%Very good
- 49.1%Good
- 17.0%Satisfactory
- 11.3%Fair
- 5.7%Poor
- 3.8%Serious
- Bridge Condition - Substructure
- 30.2%Very good
- 30.2%Good
- 28.3%Satisfactory
- 9.4%Fair
- 1.9%Serious
- Bridge Condition - Channel
- 15.0%Good
- 45.0%Satisfactory
- 30.0%Fair
- 10.0%Poor
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Serious
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Structure Number: 115, Location: IN SAUGATUCK (Lat: 42.646564, Lng: -86.187617), Route carried "on" structure: Interstate 196, Year Built: 1964, Status: Open, Structure Length: 17.07m (56.00ft), Average Daily Traffic: 10,850 (year 2007), Truck Traffic: 25%, Average Future Daily Traffic: 11,394 (year 2018), Design Load: HS 20+Mod, Features Intersected: KALAMAZOO RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 26.914, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 78, Subroute: 7), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 60.6 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: July 2021, Underwater Inspection Date: June 2017, Other Special Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 115, Location: IN SAUGATUCK (Lat: 42.646564, Lng: -86.187617), Route carried "on" structure: Interstate 196, Year Built: 1964, Status: Open, Structure Length: 17.07m (56.00ft), Average Daily Traffic: 10,850 (year 2007), Truck Traffic: 25%, Average Future Daily Traffic: 11,394 (year 2018), Design Load: HS 20+Mod, Features Intersected: KALAMAZOO RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 26.914, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 78, Subroute: 7), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 60.6 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: July 2021, Underwater Inspection Date: June 2017, Other Special Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 1149, Location: BETHEL TWP SEC 8 (Lat: 41.877081, Lng: -85.137542), Route carried "on" structure: County highway , Year Built: 1982, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 110 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 171 (year 2024), Design Load: H 20, Features Intersected: SOUTH BR SWAN CREEK, Facility Carried by Structure: LOG ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.864, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Fair, Culverts: Serious, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 10.4 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1149, Location: BETHEL TWP SEC 8 (Lat: 41.877081, Lng: -85.137542), Route carried "on" structure: County highway , Year Built: 1982, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 110 (year 2004), Truck Traffic: 5%, Average Future Daily Traffic: 171 (year 2024), Design Load: H 20, Features Intersected: SOUTH BR SWAN CREEK, Facility Carried by Structure: LOG ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.864, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Fair, Culverts: Serious, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 10.4 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1152, Location: BRONSON TWP SEC 17-18 (Lat: 41.866658, Lng: -85.272258), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 155 (year 2004), Truck Traffic: 4%, Average Future Daily Traffic: 239 (year 2024), Design Load: HS 20, Features Intersected: SWAN CREEK DRAIN #5100, Facility Carried by Structure: TAGGART ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.517, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal 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: Bituminous, Membrane: Other
Structure Number: 1152, Location: BRONSON TWP SEC 17-18 (Lat: 41.866658, Lng: -85.272258), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 155 (year 2004), Truck Traffic: 4%, Average Future Daily Traffic: 239 (year 2024), Design Load: HS 20, Features Intersected: SWAN CREEK DRAIN #5100, Facility Carried by Structure: TAGGART ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.517, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal 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: Bituminous, Membrane: Other
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Structure Number: 1216, Location: 2.6 MI S OF I-94 (Lat: 42.262028, Lng: -84.988000), Route carried "on" structure: Interstate 69, Year Built: 1968, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 10,679 (year 2007), Truck Traffic: 34%, Average Future Daily Traffic: 25,600 (year 2027), Design Load: HS 20+Mod, Features Intersected: KALAMAZOO RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 21.947, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 129, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1216, Location: 2.6 MI S OF I-94 (Lat: 42.262028, Lng: -84.988000), Route carried "on" structure: Interstate 69, Year Built: 1968, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 10,679 (year 2007), Truck Traffic: 34%, Average Future Daily Traffic: 25,600 (year 2027), Design Load: HS 20+Mod, Features Intersected: KALAMAZOO RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 21.947, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 129, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 11345, Location: IN LIVONIA (Lat: 42.366178, Lng: -83.408956), Route carried "on" structure: State highway 14, Year Built: 1925, Status: Open, Structure Length: 2.34m (7.68ft), Average Daily Traffic: 25,314 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 32,870 (year 2018), Design Load: H 20, Features Intersected: MIDDLE ROUGE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 11.940, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 160, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.4m (76.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: 79.4 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 replacement, Waterway Adequacy: Meets minimum limits, 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: Bituminous
Structure Number: 11345, Location: IN LIVONIA (Lat: 42.366178, Lng: -83.408956), Route carried "on" structure: State highway 14, Year Built: 1925, Status: Open, Structure Length: 2.34m (7.68ft), Average Daily Traffic: 25,314 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 32,870 (year 2018), Design Load: H 20, Features Intersected: MIDDLE ROUGE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 11.940, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 160, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.4m (76.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, 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: 79.4 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 replacement, Waterway Adequacy: Meets minimum limits, 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: Bituminous
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Structure Number: 11348, Location: IN LIVONIA (Lat: 42.366722, Lng: -83.408275), Route carried "on" structure: County highway 83, Year Built: 1948, Status: Open, Structure Length: 2.22m (7.28ft), Average Daily Traffic: 15,000 (year 1978), Average Future Daily Traffic: 15,000 (year 1977), Design Load: HS 20, Features Intersected: OLD M-14 (ANN ARBOR RD), Facility Carried by Structure: HINES DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.505, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 168, Subroute: 9), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.2m (72.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 49.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 6 months, Inspection Date: October 2021, Bridge Improvement Cost: $81,000, Roadway Improvement Cost: $7,000, Total Project Cost: $86,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 11348, Location: IN LIVONIA (Lat: 42.366722, Lng: -83.408275), Route carried "on" structure: County highway 83, Year Built: 1948, Status: Open, Structure Length: 2.22m (7.28ft), Average Daily Traffic: 15,000 (year 1978), Average Future Daily Traffic: 15,000 (year 1977), Design Load: HS 20, Features Intersected: OLD M-14 (ANN ARBOR RD), Facility Carried by Structure: HINES DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.505, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 168, Subroute: 9), Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.2m (72.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Operating Rating: 49.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.23m (7.32ft), Designated Inspection Frequency: Every 6 months, Inspection Date: October 2021, Bridge Improvement Cost: $81,000, Roadway Improvement Cost: $7,000, Total Project Cost: $86,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 11354, Location: 0.6MI W OF W LTS LIVONIA (Lat: 42.387078, Lng: -83.443800), Route carried "on" structure: County highway 2057, Year Built: 1977, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 92,000 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 110,000 (year 2026), Design Load: HS 20, Features Intersected: M-14, Facility Carried by Structure: HAGGERTY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.352, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.7m (77.8ft)
Condition: Deck: Fair, 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 11354, Location: 0.6MI W OF W LTS LIVONIA (Lat: 42.387078, Lng: -83.443800), Route carried "on" structure: County highway 2057, Year Built: 1977, Status: Open, Structure Length: 7.77m (25.49ft), Average Daily Traffic: 92,000 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 110,000 (year 2026), Design Load: HS 20, Features Intersected: M-14, Facility Carried by Structure: HAGGERTY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.352, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.7m (77.8ft)
Condition: Deck: Fair, 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 11487, Location: IN LIVONIA (Lat: 42.382439, Lng: -83.422439), Route carried "on" structure: County highway 2057, Year Built: 1972, Year Reconstructed: 2014, Status: Open, Structure Length: 11.49m (37.70ft), Average Daily Traffic: 92,000 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 110,000 (year 2026), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: SCHOOLCRAFT RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.237, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 49.2m (161.4ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 88.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 52.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11487, Location: IN LIVONIA (Lat: 42.382439, Lng: -83.422439), Route carried "on" structure: County highway 2057, Year Built: 1972, Year Reconstructed: 2014, Status: Open, Structure Length: 11.49m (37.70ft), Average Daily Traffic: 92,000 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 110,000 (year 2026), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: SCHOOLCRAFT RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.237, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 49.2m (161.4ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 88.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 52.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 11488, Location: IN LIVONIA (Lat: 42.381556, Lng: -83.412014), Route carried "on" structure: City street 2057, Year Built: 1974, Year Reconstructed: 2014, Status: Open, Structure Length: 5.44m (17.85ft), Average Daily Traffic: 9,000 (year 1995), Average Future Daily Traffic: 9,000 (year 2015), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: NEWBURGH RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 11.312, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.4m (76.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.7 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11488, Location: IN LIVONIA (Lat: 42.381556, Lng: -83.412014), Route carried "on" structure: City street 2057, Year Built: 1974, Year Reconstructed: 2014, Status: Open, Structure Length: 5.44m (17.85ft), Average Daily Traffic: 9,000 (year 1995), Average Future Daily Traffic: 9,000 (year 2015), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: NEWBURGH RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 11.312, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.4m (76.8ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.7 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, 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: 11489, Location: IN LIVONIA (Lat: 42.381833, Lng: -83.402175), Route carried "on" structure: City street 2057, Year Built: 1974, Status: Open, Structure Length: 5.44m (17.85ft), Average Daily Traffic: 23,600 (year 1995), Average Future Daily Traffic: 23,600 (year 2015), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: LEVAN RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.894, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 72.3 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, 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: Epoxy Overlay
Structure Number: 11489, Location: IN LIVONIA (Lat: 42.381833, Lng: -83.402175), Route carried "on" structure: City street 2057, Year Built: 1974, Status: Open, Structure Length: 5.44m (17.85ft), Average Daily Traffic: 23,600 (year 1995), Average Future Daily Traffic: 23,600 (year 2015), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: LEVAN RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.894, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 72.3 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, 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: Epoxy Overlay
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Structure Number: 1149, Location: IN LIVONIA (Lat: 42.382028, Lng: -83.392858), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 3,300 (year 1995), Average Future Daily Traffic: 3,300 (year 2015), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: YALE AVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.029, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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: Epoxy Overlay
Structure Number: 1149, Location: IN LIVONIA (Lat: 42.382028, Lng: -83.392858), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 3,300 (year 1995), Average Future Daily Traffic: 3,300 (year 2015), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: YALE AVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.029, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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: Epoxy Overlay
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Structure Number: 11491, Location: IN LIVONIA (Lat: 42.382561, Lng: -83.377894), Route carried "on" structure: City street , Year Built: 1974, Year Reconstructed: 2014, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 6,880 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2015), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: STARK RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.693, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.3m (89.6ft), 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: 20.2m (66.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 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 desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11491, Location: IN LIVONIA (Lat: 42.382561, Lng: -83.377894), Route carried "on" structure: City street , Year Built: 1974, Year Reconstructed: 2014, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 6,880 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 6,000 (year 2015), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: STARK RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.693, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.3m (89.6ft), 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: 20.2m (66.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 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 desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 11492, Location: IN LIVONIA (Lat: 42.382386, Lng: -83.372928), Route carried "on" structure: County highway 2057, Year Built: 1974, Year Reconstructed: 2014, Status: Open, Structure Length: 5.44m (17.85ft), Average Daily Traffic: 39,000 (year 1977), Average Future Daily Traffic: 39,000 (year 1977), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: FARMINGTON RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.602, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 11492, Location: IN LIVONIA (Lat: 42.382386, Lng: -83.372928), Route carried "on" structure: County highway 2057, Year Built: 1974, Year Reconstructed: 2014, Status: Open, Structure Length: 5.44m (17.85ft), Average Daily Traffic: 39,000 (year 1977), Average Future Daily Traffic: 39,000 (year 1977), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: FARMINGTON RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 3.602, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 11493, Location: IN LIVONIA (Lat: 42.382572, Lng: -83.365708), Route carried "on" structure: City street , Year Built: 1974, Year Reconstructed: 2014, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 1,720 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 2,900 (year 2015), Design Load: H 20, Features Intersected: I-96, Facility Carried by Structure: BROOKFIELD AVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.029, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, 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: 38.6 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11493, Location: IN LIVONIA (Lat: 42.382572, Lng: -83.365708), Route carried "on" structure: City street , Year Built: 1974, Year Reconstructed: 2014, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 1,720 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 2,900 (year 2015), Design Load: H 20, Features Intersected: I-96, Facility Carried by Structure: BROOKFIELD AVE
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.029, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, 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: 38.6 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 11494, Location: IN LIVONIA (Lat: 42.382719, Lng: -83.359150), Route carried "on" structure: Ramp City street , Year Built: 1974, Year Reconstructed: 2014, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 910 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 2,300 (year 2015), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: BERWICK RD LFT TRN
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.034, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.7 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.37m (17.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $13,000, Total Project Cost: $153,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11494, Location: IN LIVONIA (Lat: 42.382719, Lng: -83.359150), Route carried "on" structure: Ramp City street , Year Built: 1974, Year Reconstructed: 2014, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 910 (year 2013), Truck Traffic: 6%, Average Future Daily Traffic: 2,300 (year 2015), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: BERWICK RD LFT TRN
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.034, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.7 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.37m (17.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $185,000, Roadway Improvement Cost: $13,000, Total Project Cost: $153,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 11495, Location: IN LIVONIA (Lat: 42.382850, Lng: -83.353331), Route carried "on" structure: County highway 2057, Year Built: 1974, Year Reconstructed: 2014, Status: Open, Structure Length: 5.38m (17.65ft), Average Daily Traffic: 25,000 (year 1995), Average Future Daily Traffic: 25,000 (year 2015), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: MERRIMAN RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 18.632, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.9m (78.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11495, Location: IN LIVONIA (Lat: 42.382850, Lng: -83.353331), Route carried "on" structure: County highway 2057, Year Built: 1974, Year Reconstructed: 2014, Status: Open, Structure Length: 5.38m (17.65ft), Average Daily Traffic: 25,000 (year 1995), Average Future Daily Traffic: 25,000 (year 2015), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: MERRIMAN RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 18.632, Lanes on structure: 5, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.9m (78.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than 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: November 2020, 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: 11496, Location: IN LIVONIA (Lat: 42.383014, Lng: -83.347208), Route carried "on" structure: City street , Year Built: 1974, Year Reconstructed: 2014, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 930 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 5,000 (year 2015), Design Load: H 20, Features Intersected: I-96, Facility Carried by Structure: WARNER COURT
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.029, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, 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: 38.6 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11496, Location: IN LIVONIA (Lat: 42.383014, Lng: -83.347208), Route carried "on" structure: City street , Year Built: 1974, Year Reconstructed: 2014, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 930 (year 2013), Truck Traffic: 15%, Average Future Daily Traffic: 5,000 (year 2015), Design Load: H 20, Features Intersected: I-96, Facility Carried by Structure: WARNER COURT
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.029, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, 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: 38.6 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: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 11497, Location: IN LIVONIA (Lat: 42.383339, Lng: -83.333700), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 5.07m (16.63ft), Average Daily Traffic: 42,931 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 47,224 (year 2025), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: MIDDLEBELT RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 29.600, Lanes on structure: 7, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 32.4m (106.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.09m (16.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $338,000, Roadway Improvement Cost: $24,000, Total Project Cost: $282,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 11497, Location: IN LIVONIA (Lat: 42.383339, Lng: -83.333700), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 5.07m (16.63ft), Average Daily Traffic: 42,931 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 47,224 (year 2025), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: MIDDLEBELT RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 29.600, Lanes on structure: 7, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 32.4m (106.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.09m (16.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $338,000, Roadway Improvement Cost: $24,000, Total Project Cost: $282,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 11498, Location: IN LIVONIA (Lat: 42.383683, Lng: -83.326689), Route carried "on" structure: Other road , Year Built: 1971, Year Reconstructed: 2014, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 14,000 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 7,045 (year 2015), Design Load: H 15, Features Intersected: I-96, Facility Carried by Structure: RACE TRACK ENTRC
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.026, Lanes on structure: 4, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.9m (81.7ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 22.7m (74.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 11498, Location: IN LIVONIA (Lat: 42.383683, Lng: -83.326689), Route carried "on" structure: Other road , Year Built: 1971, Year Reconstructed: 2014, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 14,000 (year 1995), Truck Traffic: 5%, Average Future Daily Traffic: 7,045 (year 2015), Design Load: H 15, Features Intersected: I-96, Facility Carried by Structure: RACE TRACK ENTRC
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.026, Lanes on structure: 4, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.9m (81.7ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 22.7m (74.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 11499, Location: IN LIVONIA (Lat: 42.383889, Lng: -83.318744), Route carried "on" structure: City street , Year Built: 1971, Year Reconstructed: 2014, Status: Open, Structure Length: 5.41m (17.75ft), Average Daily Traffic: 2,200 (year 1995), Average Future Daily Traffic: 2,200 (year 2015), Design Load: H 20, Features Intersected: I-96, Facility Carried by Structure: CARDWELL RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.024, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.5 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.43m (17.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $161,000, Roadway Improvement Cost: $11,000, Total Project Cost: $131,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 11499, Location: IN LIVONIA (Lat: 42.383889, Lng: -83.318744), Route carried "on" structure: City street , Year Built: 1971, Year Reconstructed: 2014, Status: Open, Structure Length: 5.41m (17.75ft), Average Daily Traffic: 2,200 (year 1995), Average Future Daily Traffic: 2,200 (year 2015), Design Load: H 20, Features Intersected: I-96, Facility Carried by Structure: CARDWELL RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.024, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.5 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.43m (17.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $161,000, Roadway Improvement Cost: $11,000, Total Project Cost: $131,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 115, Location: E LTS OF LIVONIA (Lat: 42.383939, Lng: -83.314211), Route carried "on" structure: County highway 2057, Year Built: 2014, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 17,900 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 20,176 (year 2034), Design Load: Greater than HL93, Features Intersected: I-96, Facility Carried by Structure: INKSTER RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 30.731, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.6m (87.3ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 115, Location: E LTS OF LIVONIA (Lat: 42.383939, Lng: -83.314211), Route carried "on" structure: County highway 2057, Year Built: 2014, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 17,900 (year 2012), Truck Traffic: 3%, Average Future Daily Traffic: 20,176 (year 2034), Design Load: Greater than HL93, Features Intersected: I-96, Facility Carried by Structure: INKSTER RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 30.731, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.6m (87.3ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 51.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, 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: 11515, Location: IN LIVONIA (Lat: 42.382819, Lng: -83.354614), Route carried "on" structure: County highway 2057, Year Built: 1973, Year Reconstructed: 2014, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 3,000 (year 1995), Truck Traffic: 10%, Average Future Daily Traffic: 3,000 (year 2015), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: MERRIMAN ROAD LT T
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.060, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 180, Subroute: 8), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11515, Location: IN LIVONIA (Lat: 42.382819, Lng: -83.354614), Route carried "on" structure: County highway 2057, Year Built: 1973, Year Reconstructed: 2014, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 3,000 (year 1995), Truck Traffic: 10%, Average Future Daily Traffic: 3,000 (year 2015), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: MERRIMAN ROAD LT T
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.060, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 180, Subroute: 8), Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 11517, Location: IN LIVONIA (Lat: 42.383197, Lng: -83.339856), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 5.37m (17.62ft), Average Daily Traffic: 4,000 (year 1995), Average Future Daily Traffic: 4,000 (year 2015), Design Load: H 20, Features Intersected: I-96, Facility Carried by Structure: MELVIN
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.032, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.24m (17.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $148,000, Roadway Improvement Cost: $11,000, Total Project Cost: $125,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 11517, Location: IN LIVONIA (Lat: 42.383197, Lng: -83.339856), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 5.37m (17.62ft), Average Daily Traffic: 4,000 (year 1995), Average Future Daily Traffic: 4,000 (year 2015), Design Load: H 20, Features Intersected: I-96, Facility Carried by Structure: MELVIN
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.032, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.24m (17.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $148,000, Roadway Improvement Cost: $11,000, Total Project Cost: $125,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 11518, Location: IN LIVONIA (Lat: 42.383308, Lng: -83.335008), Route carried "on" structure: County highway 2057, Year Built: 1971, Year Reconstructed: 2014, Status: Open, Structure Length: 5.07m (16.63ft), Average Daily Traffic: 4,000 (year 2007), Average Future Daily Traffic: 8,792 (year 2034), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: LFT TRN W MIDLBELT
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.064, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 180, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11518, Location: IN LIVONIA (Lat: 42.383308, Lng: -83.335008), Route carried "on" structure: County highway 2057, Year Built: 1971, Year Reconstructed: 2014, Status: Open, Structure Length: 5.07m (16.63ft), Average Daily Traffic: 4,000 (year 2007), Average Future Daily Traffic: 8,792 (year 2034), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: LFT TRN W MIDLBELT
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.064, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 180, Subroute: 10), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 71.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 11519, Location: IN LIVONIA (Lat: 42.383383, Lng: -83.332386), Route carried "on" structure: County highway 2057, Year Built: 1971, Year Reconstructed: 2014, Status: Open, Structure Length: 5.07m (16.63ft), Average Daily Traffic: 4,000 (year 1995), Truck Traffic: 3%, Average Future Daily Traffic: 7,665 (year 2034), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: LFT TRN E MIDLBELT
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.043, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 180, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.8 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 desirable criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11519, Location: IN LIVONIA (Lat: 42.383383, Lng: -83.332386), Route carried "on" structure: County highway 2057, Year Built: 1971, Year Reconstructed: 2014, Status: Open, Structure Length: 5.07m (16.63ft), Average Daily Traffic: 4,000 (year 1995), Truck Traffic: 3%, Average Future Daily Traffic: 7,665 (year 2034), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: LFT TRN E MIDLBELT
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.043, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 180, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.8 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 desirable criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1152, Location: @ E LTS OF LIVONIA (Lat: 42.383922, Lng: -83.315142), Route carried "on" structure: County highway 2057, Year Built: 1971, Year Reconstructed: 2014, Status: Open, Structure Length: 5.07m (16.63ft), Average Daily Traffic: 2,500 (year 1995), Truck Traffic: 3%, Average Future Daily Traffic: 4,058 (year 2034), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: LFT TRN W INKSTER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.050, Lanes on structure: 1, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 180, Subroute: 9), Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1152, Location: @ E LTS OF LIVONIA (Lat: 42.383922, Lng: -83.315142), Route carried "on" structure: County highway 2057, Year Built: 1971, Year Reconstructed: 2014, Status: Open, Structure Length: 5.07m (16.63ft), Average Daily Traffic: 2,500 (year 1995), Truck Traffic: 3%, Average Future Daily Traffic: 4,058 (year 2034), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: LFT TRN W INKSTER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.050, Lanes on structure: 1, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 180, Subroute: 9), Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 76.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 11521, Location: @ E LTS OF LIVONIA (Lat: 42.384067, Lng: -83.312675), Route carried "on" structure: County highway 2057, Year Built: 1971, Year Reconstructed: 2014, Status: Open, Structure Length: 5.07m (16.63ft), Average Daily Traffic: 2,500 (year 1995), Average Future Daily Traffic: 8,116 (year 2034), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: LFT TRN E INKSTER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.034, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 157, Subroute: 8), Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 76.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11521, Location: @ E LTS OF LIVONIA (Lat: 42.384067, Lng: -83.312675), Route carried "on" structure: County highway 2057, Year Built: 1971, Year Reconstructed: 2014, Status: Open, Structure Length: 5.07m (16.63ft), Average Daily Traffic: 2,500 (year 1995), Average Future Daily Traffic: 8,116 (year 2034), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: LFT TRN E INKSTER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.034, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 157, Subroute: 8), Owner: State Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 76.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 11524, Location: IN LIVONIA (Lat: 42.381758, Lng: -83.404836), Route carried "on" structure: ServiceCity street 2057, Year Built: 1974, Year Reconstructed: 2014, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 2,770 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 4,000 (year 2015), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: LFT TRN W OF LEVAN
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.056, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 86.5 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 desirable criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11524, Location: IN LIVONIA (Lat: 42.381758, Lng: -83.404836), Route carried "on" structure: ServiceCity street 2057, Year Built: 1974, Year Reconstructed: 2014, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 2,770 (year 2013), Truck Traffic: 3%, Average Future Daily Traffic: 4,000 (year 2015), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: LFT TRN W OF LEVAN
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.056, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 86.5 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 desirable criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 11525, Location: IN LIVONIA (Lat: 42.381864, Lng: -83.400725), Route carried "on" structure: ServiceCity street 2057, Year Built: 1974, Year Reconstructed: 2014, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 1,660 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 4,000 (year 2015), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: LFT TRN E OF LEVAN
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.039, Lanes on structure: 1, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 70.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, 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, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11525, Location: IN LIVONIA (Lat: 42.381864, Lng: -83.400725), Route carried "on" structure: ServiceCity street 2057, Year Built: 1974, Year Reconstructed: 2014, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 1,660 (year 2012), Truck Traffic: 13%, Average Future Daily Traffic: 4,000 (year 2015), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: LFT TRN E OF LEVAN
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.039, Lanes on structure: 1, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 70.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, 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, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 11526, Location: IN LIVONIA (Lat: 42.382392, Lng: -83.374178), Route carried "on" structure: County highway 2057, Year Built: 1974, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 2,500 (year 1995), Average Future Daily Traffic: 2,500 (year 2015), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: FARMINGTON LFT TRN
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.251, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 160, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.3 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 replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.37m (17.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $101,000, Roadway Improvement Cost: $7,000, Total Project Cost: $81,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 11526, Location: IN LIVONIA (Lat: 42.382392, Lng: -83.374178), Route carried "on" structure: County highway 2057, Year Built: 1974, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 2,500 (year 1995), Average Future Daily Traffic: 2,500 (year 2015), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: FARMINGTON LFT TRN
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.251, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 160, Subroute: 3), Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.3 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 replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.37m (17.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $101,000, Roadway Improvement Cost: $7,000, Total Project Cost: $81,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 11527, Location: IN LIVONIA (Lat: 42.382417, Lng: -83.371658), Route carried "on" structure: County highway 2057, Year Built: 1974, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 4,000 (year 1995), Average Future Daily Traffic: 4,000 (year 2015), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: FARMINGTON LFT TRN
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.035, Lanes on structure: 1, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 180, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.0 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.37m (17.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $134,000, Roadway Improvement Cost: $9,000, Total Project Cost: $101,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 11527, Location: IN LIVONIA (Lat: 42.382417, Lng: -83.371658), Route carried "on" structure: County highway 2057, Year Built: 1974, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 4,000 (year 1995), Average Future Daily Traffic: 4,000 (year 2015), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: FARMINGTON LFT TRN
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.035, Lanes on structure: 1, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 180, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.0 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.37m (17.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $134,000, Roadway Improvement Cost: $9,000, Total Project Cost: $101,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 11528, Location: IN LIVONIA (Lat: 42.382147, Lng: -83.388267), Route carried "on" structure: City street , Year Built: 1974, Year Reconstructed: 2014, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 2,720 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 21,000 (year 2015), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: WAYNE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.658, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, 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: 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: Better than 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11528, Location: IN LIVONIA (Lat: 42.382147, Lng: -83.388267), Route carried "on" structure: City street , Year Built: 1974, Year Reconstructed: 2014, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 2,720 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 21,000 (year 2015), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: WAYNE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.658, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, 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: 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: Better than 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 2020, 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: 11529, Location: IN LIVONIA (Lat: 42.381547, Lng: -83.413925), Route carried "on" structure: ServiceCity street 2057, Year Built: 1974, Year Reconstructed: 2014, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 2,600 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 3,500 (year 2015), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: NEWBURGH DBL U-TRN
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.055, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 74.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.4 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: Equal to present minimum criteria, Underclear: Meets minimum limits, 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: Latex Concrete
Structure Number: 11529, Location: IN LIVONIA (Lat: 42.381547, Lng: -83.413925), Route carried "on" structure: ServiceCity street 2057, Year Built: 1974, Year Reconstructed: 2014, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 2,600 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 3,500 (year 2015), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: NEWBURGH DBL U-TRN
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.055, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 15.1m (49.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 74.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.4 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: Equal to present minimum criteria, Underclear: Meets minimum limits, 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: Latex Concrete
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Structure Number: 1153, Location: IN LIVONIA (Lat: 42.381644, Lng: -83.409414), Route carried "on" structure: ServiceCity street 2057, Year Built: 1974, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 2,300 (year 1980), Truck Traffic: 3%, Average Future Daily Traffic: 2,645 (year 2000), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: NEWBURGH E LFT TRN
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.042, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Very good, Operating Rating: 74.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.4 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.37m (17.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $101,000, Roadway Improvement Cost: $7,000, Total Project Cost: $81,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 1153, Location: IN LIVONIA (Lat: 42.381644, Lng: -83.409414), Route carried "on" structure: ServiceCity street 2057, Year Built: 1974, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 2,300 (year 1980), Truck Traffic: 3%, Average Future Daily Traffic: 2,645 (year 2000), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: NEWBURGH E LFT TRN
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.042, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Very good, Operating Rating: 74.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.4 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.37m (17.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $101,000, Roadway Improvement Cost: $7,000, Total Project Cost: $81,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 11611, Location: IN LIVONIA (Lat: 42.439008, Lng: -83.431861), Route carried "on" structure: Interstate 96, Year Built: 1974, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 96,172 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 99,843 (year 2018), Design Load: HS 25 or greater, Features Intersected: EIGHT MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 160, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 24.3m (79.7ft), Out-to-Out Width: 24.9m (81.7ft)
Condition: Deck: Very good, Superstructure: Good, 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 11611, Location: IN LIVONIA (Lat: 42.439008, Lng: -83.431861), Route carried "on" structure: Interstate 96, Year Built: 1974, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 96,172 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 99,843 (year 2018), Design Load: HS 25 or greater, Features Intersected: EIGHT MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 160, Subroute: 2), Owner: State Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 24.3m (79.7ft), Out-to-Out Width: 24.9m (81.7ft)
Condition: Deck: Very good, Superstructure: Good, 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: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 11612, Location: IN LIVONIA (Lat: 42.438986, Lng: -83.432339), Route carried "on" structure: Interstate 96, Year Built: 1974, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 96,172 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 99,843 (year 2018), Design Load: HS 25 or greater, Features Intersected: EIGHT MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 160, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 24.3m (79.7ft), Out-to-Out Width: 24.9m (81.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 11612, Location: IN LIVONIA (Lat: 42.438986, Lng: -83.432339), Route carried "on" structure: Interstate 96, Year Built: 1974, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 96,172 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 99,843 (year 2018), Design Load: HS 25 or greater, Features Intersected: EIGHT MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes (Inventory Route: 160, Subroute: 6), Owner: State Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 24.3m (79.7ft), Out-to-Out Width: 24.9m (81.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 87.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 11613, Location: IN LIVONIA (Lat: 42.425075, Lng: -83.424078), Route carried "on" structure: County highway 2057, Year Built: 1974, Year Reconstructed: 2007, Status: Open, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 31,000 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 42,000 (year 2027), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: SEVEN MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.703, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), 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: 17.1m (56.1ft), Out-to-Out Width: 25.7m (84.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11613, Location: IN LIVONIA (Lat: 42.425075, Lng: -83.424078), Route carried "on" structure: County highway 2057, Year Built: 1974, Year Reconstructed: 2007, Status: Open, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 31,000 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 42,000 (year 2027), Design Load: HS 20, Features Intersected: I-96, Facility Carried by Structure: SEVEN MILE RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.703, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), 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: 17.1m (56.1ft), Out-to-Out Width: 25.7m (84.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing