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

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Structure Number: 454,  Location: 200 FT.EAST OF JACKSON ST (Lat: 42.252300,  Lng: -84.407903),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 1.23m (4.04ft),  Average Daily Traffic: 86 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 128 (year 2040),  Design Load: HS 20,  Features Intersected: GRAND RIVER,  Facility Carried by Structure: TRAIL STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.898,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.0m (39.4ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 63.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4541,  Location: 400 FT E OF N JACKSON ST (Lat: 42.254686,  Lng: -84.407358),  Route carried "on" structure: Business City street 2009,  Year Built: 1956,  Status: Posted for load,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 11,402 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,357 (year 2030),  Design Load: HS 20,  Features Intersected: GRAND RIVER,  Facility Carried by Structure: EAST GANSON STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.549,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.0m (39.4ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 37.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 22.7 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $260,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $294,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4542,  Location: 1200 FT W OF COOPER ST (Lat: 42.258967,  Lng: -84.408253),  Route carried "on" structure: City street 2009,  Year Built: 1989,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 7,591 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 11,310 (year 2040),  Design Load: HS 20,  Features Intersected: GRAND RIVER,  Facility Carried by Structure: WEST NORTH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.862,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.0m (39.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 73.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 44.4 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4543,  Location: 0.3 MI WEST OF COOPER ST (Lat: 42.265069,  Lng: -84.409567),  Route carried "on" structure: City street 2009,  Year Built: 1919,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 4,500 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,061 (year 2030),  Features Intersected: GRAND RIVER,  Facility Carried by Structure: MONROE STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.543,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.0m (55.8ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Superstructure: Fair,  Substructure: Fair,  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: 81.3 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $550,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $600,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4544,  Location: 100 FT SOUTH OF GLICK HWY (Lat: 42.248867,  Lng: -84.405842),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 4,412 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,573 (year 2040),  Features Intersected: GRAND RIVER,  Facility Carried by Structure: MECHANIC STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.969,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.6m (54.5ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 64.5 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,  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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4545,  Location: CBD CONN. TO COOPER ST.BR (Lat: 42.247744,  Lng: -84.403461),  Route carried "on" structure: City street ,  Year Built: 1903,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 6,343 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,543 (year 2030),  Features Intersected: GRAND RIVER,  Facility Carried by Structure: FRANCIS STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.844,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 338,  Subroute: 64),  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.0m (39.4ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $600,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $650,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4547,  Location: 0.1 MI. SOUTH OF HIGH ST. (Lat: 42.232081,  Lng: -84.380619),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,087 (year 2010),  Truck Traffic: 12%,  Average Future Daily Traffic: 1,464 (year 2030),  Design Load: HS 20,  Features Intersected: GRAND RIVER,  Facility Carried by Structure: LOSEY AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.697,  Lanes on structure: 2,  Owner: City or Municipal 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: 9.4m (30.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 68.0 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4548,  Location: SEWAGE TREATMENT PLANT (Lat: 42.281544,  Lng: -84.409203),  Route carried "on" structure: Business City street ,  Year Built: 1934,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 1.50m (4.92ft),  Average Daily Traffic: 15 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 240 (year 2031),  Design Load: HS 20,  Features Intersected: GRAND RIVER,  Facility Carried by Structure: SEWAGE PLANT DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.187,  Lanes on structure: 2,  Owner: City or Municipal 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: 15.0m (49.2ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 455,  Location: 0.2 MI.EAST OF AIRLINE DR (Lat: 42.236653,  Lng: -84.391261),  Route carried "on" structure: Business City street ,  Year Built: 2015,  Status: Open,  Structure Length: 1.88m (6.17ft),  Average Daily Traffic: 1,930 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,430 (year 2034),  Design Load: Greater than HL93,  Features Intersected: GRAND RIVER,  Facility Carried by Structure: LEWIS STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.274,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 59.3 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: 45.7 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 5508,  Location: 4.7 MI W OF US-223 (Lat: 41.887119,  Lng: -84.154364),  Route carried "on" structure: State highway 34,  Year Built: 1978,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 5,656 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,028 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: HAZEN CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 20.248,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 94,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 78.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 47.0 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 13948,  Location: 0.4 MI W OF M-106 (Lat: 42.271611,  Lng: -84.408167),  Route carried "on" structure: Interstate 94,  Year Built: 2019,  Status: Open,  Structure Length: 22.07m (72.41ft),  Average Daily Traffic: 33,550 (year 2014),  Truck Traffic: 18%,  Average Future Daily Traffic: 38,582 (year 2034),  Design Load: Greater than HL93,  Features Intersected: CONRAIL & GRAND RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 44.9m (147.3ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 63.2 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: 42.8 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 13949,  Location: 0.4 MI W OF M-106 (Lat: 42.271722,  Lng: -84.408167),  Route carried "on" structure: Interstate 97,  Year Built: 2020,  Status: Open,  Structure Length: 22.07m (72.41ft),  Average Daily Traffic: 33,550 (year 2014),  Truck Traffic: 19%,  Average Future Daily Traffic: 33,900 (year 2035),  Design Load: Greater than HL93,  Features Intersected: CONRAIL & GRAND RIVER,  Facility Carried by Structure: I-94 WB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 44.9m (147.3ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 62.5 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: 38.6 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: Superior to present desirable 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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1401,  Location: @ M-106 (COOPER STREET) (Lat: 42.271778,  Lng: -84.403806),  Route carried "on" structure: State highway 106,  Year Built: 2019,  Status: Open,  Structure Length: 4.73m (15.52ft),  Average Daily Traffic: 7,805 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,520 (year 2035),  Design Load: Greater than HL93,  Features Intersected: I-94
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 90,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.7m (84.3ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 54.1 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: 38.2 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 145,  Location: @ US-127 & M-50 (Lat: 42.272367,  Lng: -84.427322),  Route carried "on" structure: Interstate 94,  Year Built: 2021,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 32,800 (year 2014),  Truck Traffic: 18%,  Average Future Daily Traffic: 37,720 (year 2034),  Design Load: Greater than HL93,  Features Intersected: US-127
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 24.169,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 89,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.0m (101.7ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 66.4 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: 46.0 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 16 months,  Inspection Date: January 2022,  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: 4393,  Location: @ I-94 BL (MICHIGAN AV) (Lat: 42.254889,  Lng: -84.476061),  Route carried "under" structure: Business Interstate 94,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 12,475 (year 2007),  Truck Traffic: 3%,  Features Intersected: MDOT RR COR & I-94 BL,  Facility Carried by Structure: M-60 EB
Minimum Vertical Clearance: 7.06m (23.16ft),  Kilometerpoint: 19.720,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.2m (69.6ft)

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Structure Number: 4394,  Location: @ I-94 BL (Lat: 42.254869,  Lng: -84.476439),  Route carried "under" structure: Business Interstate 94,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 12,475 (year 2007),  Truck Traffic: 3%,  Features Intersected: MDOT RR COR & I-94 BL,  Facility Carried by Structure: M-60 WB
Minimum Vertical Clearance: 7.21m (23.65ft),  Kilometerpoint: 19.689,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.2m (69.6ft)

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Structure Number: 4395,  Location: 2.5 MI S OF I-94 (Lat: 42.232814,  Lng: -84.474839),  Route carried "under" structure: State highway 60,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 10,540 (year 2007),  Truck Traffic: 10%,  Features Intersected: M-60,  Facility Carried by Structure: MCCAIN RD
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 1.027,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 4396,  Location: @ I-94 (Lat: 42.268928,  Lng: -84.476867),  Route carried "under" structure: Interstate 94,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 45,750 (year 2020),  Truck Traffic: 22%,  Features Intersected: I-94
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 20.002,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.8m (81.4ft)

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Structure Number: 4397,  Location: @ I-94 (Lat: 42.268928,  Lng: -84.477239),  Route carried "under" structure: Interstate 94,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 45,750 (year 2020),  Truck Traffic: 22%,  Features Intersected: I-94
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 19.971,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.8m (81.4ft)

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Structure Number: 4415,  Location: 0.5 MI W OF M-60 (Lat: 42.268914,  Lng: -84.483167),  Route carried "under" structure: Interstate 94,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 34,202 (year 2014),  Truck Traffic: 21%,  Features Intersected: I-94,  Facility Carried by Structure: BLACKMAN RD
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 19.482,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.8m (48.6ft)

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Structure Number: 4416,  Location: 1.1 MI E OF M-60 (Lat: 42.269075,  Lng: -84.452836),  Route carried "under" structure: Interstate 94,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 46,387 (year 2014),  Truck Traffic: 20%,  Features Intersected: I-94,  Facility Carried by Structure: AIRPORT RD
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 21.983,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 4418,  Location: 0.6 MI E OF M-50 (Lat: 42.272253,  Lng: -84.415039),  Route carried "under" structure: Interstate 94,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 67,072 (year 2014),  Truck Traffic: 18%,  Features Intersected: I-94,  Facility Carried by Structure: LANSING AVE
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 25.158,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.0m (78.7ft)

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Structure Number: 442,  Location: 1.0 MI E OF M-106 (Lat: 42.275281,  Lng: -84.384350),  Route carried "under" structure: Interstate 94,  Year Built: 1949,  Structure Length: 0. m,  Average Daily Traffic: 64,200 (year 2007),  Truck Traffic: 17%,  Features Intersected: I-94,  Facility Carried by Structure: ELM RD
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 27.744,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.6m (80.7ft)

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Structure Number: 4421,  Location: 0.2 MI W OF E JCT US-127 (Lat: 42.276886,  Lng: -84.364911),  Route carried "under" structure: Interstate 94,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 64,200 (year 2007),  Truck Traffic: 17%,  Features Intersected: I-94,  Facility Carried by Structure: DETTMAN RD
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 29.357,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: 4447,  Location: 2.8 MI S OF I-94 BL (Lat: 42.222214,  Lng: -84.362378),  Route carried "under" structure: US 127,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 24,620 (year 2007),  Truck Traffic: 10%,  Features Intersected: US-127,  Facility Carried by Structure: E SOUTH ST
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 3.628,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.7m (107.3ft)

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Structure Number: 4451,  Location: @ E JCT I-94 (Lat: 42.277033,  Lng: -84.358642),  Route carried "under" structure: Interstate 94,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 63,900 (year 2014),  Truck Traffic: 18%,  Features Intersected: I-94,  Facility Carried by Structure: US-127 NB
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 29.874,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.8m (48.6ft)

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Structure Number: 4452,  Location: @ E JCT I-94 (Lat: 42.276883,  Lng: -84.358878),  Route carried "under" structure: Interstate 94,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 63,900 (year 2014),  Truck Traffic: 18%,  Features Intersected: I-94,  Facility Carried by Structure: US-127 SB
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 29.854,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.8m (48.6ft)

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Structure Number: 4458,  Location: 1.4 MI N OF I-94 (Lat: 42.291106,  Lng: -84.432672),  Route carried "under" structure: County highway 2009,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 5,440 (year 1995),  Truck Traffic: 1%,  Features Intersected: PARNALL RD,  Facility Carried by Structure: US-127, M-50 NB
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 2.466,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.5m (41.0ft)

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Structure Number: 4459,  Location: 1.4 MI N OF I-94 (Lat: 42.291108,  Lng: -84.432894),  Route carried "under" structure: County highway 2009,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 5,440 (year 1995),  Truck Traffic: 1%,  Features Intersected: PARNALL RD,  Facility Carried by Structure: US-127, M-50 SB
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 2.448,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.5m (41.0ft)

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Structure Number: 446,  Location: @ M-50 NB 2 MI N OF I-94 (Lat: 42.296661,  Lng: -84.432658),  Route carried "under" structure: US 127,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 20,392 (year 2007),  Truck Traffic: 9%,  Features Intersected: US-127,  Facility Carried by Structure: M-50 NB
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 2.839,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 4461,  Location: 0.3 MI N OF I-94 (Lat: 42.278583,  Lng: -84.431678),  Route carried "under" structure: US 127,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 29,254 (year 2007),  Truck Traffic: 8%,  Features Intersected: US-127,  Facility Carried by Structure: SPRINGPORT ROAD
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.819,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.2m (72.8ft)

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Structure Number: 4462,  Location: 4.0 MI N OF I-94 (Lat: 42.327525,  Lng: -84.428739),  Route carried "under" structure: US 127,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 20,392 (year 2007),  Truck Traffic: 9%,  Features Intersected: US-127,  Facility Carried by Structure: VAN HORN RD
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 6.335,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.4m (53.8ft)

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Structure Number: 1401,  Location: @ M-106 (COOPER STREET) (Lat: 42.271778,  Lng: -84.403806),  Route carried "under" structure: Interstate 94,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 56,475 (year 2015),  Truck Traffic: 18%,  Features Intersected: I-94,  Facility Carried by Structure: M-106
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.7m (84.3ft)

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Structure Number: 145,  Location: @ US-127 & M-50 (Lat: 42.272367,  Lng: -84.427322),  Route carried "under" structure: US 127,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 13,700 (year 2014),  Truck Traffic: 6%,  Features Intersected: US-127,  Facility Carried by Structure: I-94 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.013,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.0m (101.7ft)