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

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Structure Number: 2306,  Location: 1.5 MI S OF HOLT RD (Lat: 42.618625,  Lng: -84.622725),  Route carried "on" structure: State highway 99,  Year Built: 1978,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 4,238 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,508 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: SKINNER DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.979,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 192,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.3 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: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3716,  Location: 2.7 MI N OF M-36 (Lat: 42.632636,  Lng: -84.476786),  Route carried "on" structure: US 127,  Year Built: 1966,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 13,964 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,862 (year 2018),  Design Load: HS 20,  Features Intersected: SYCAMORE CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 24.233,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 35,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 81.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3719,  Location: 1.5 MI N OF M-36 (Lat: 42.619236,  Lng: -84.475850),  Route carried "on" structure: US 127,  Year Built: 1966,  Status: Open,  Structure Length: 5.42m (17.78ft),  Average Daily Traffic: 13,964 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,862 (year 2018),  Design Load: HS 20,  Features Intersected: CONRAIL
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 22.734,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 35,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.43m (17.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $141,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $112,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3722,  Location: 1.2 MI N OF M-36 (Lat: 42.611153,  Lng: -84.473756),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 1,000 (year 1997),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,150 (year 2017),  Design Load: H 15,  Features Intersected: US-127,  Facility Carried by Structure: HARPER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.044,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.7m (77.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 70.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.8 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: 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: June 2020,  Bridge Improvement Cost: $105,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 3723,  Location: 3.4 MI N OF M-36 (Lat: 42.640275,  Lng: -84.478483),  Route carried "on" structure: County highway 3366,  Year Built: 1966,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 7.60m (24.93ft),  Average Daily Traffic: 5,500 (year 1997),  Truck Traffic: 1%,  Average Future Daily Traffic: 6,325 (year 2017),  Design Load: H 20,  Features Intersected: US-127,  Facility Carried by Structure: HOLT RD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 10.205,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $248,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3724,  Location: 2.0 MI S OF I-96 (Lat: 42.654867,  Lng: -84.475958),  Route carried "on" structure: US 127,  Year Built: 1966,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 16,286 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,219 (year 2018),  Design Load: HS 20,  Features Intersected: WILLOUGHBY RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 26.745,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 35,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: 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: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $90,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $72,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3725,  Location: 2.0 MI S OF I-96 (Lat: 42.654878,  Lng: -84.475181),  Route carried "on" structure: US 127,  Year Built: 1966,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 16,286 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,219 (year 2018),  Design Load: HS 20,  Features Intersected: WILLOUGHBY RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 26.751,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 35,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $90,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $72,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 3726,  Location: 0.7 MI S OF I-96 (Lat: 42.669089,  Lng: -84.483942),  Route carried "on" structure: US 127,  Year Built: 1966,  Status: Open,  Structure Length: 4.23m (13.88ft),  Average Daily Traffic: 16,286 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,219 (year 2018),  Design Load: HS 20,  Features Intersected: COLLEGE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 28.794,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 35,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  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: 39.5 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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.24m (13.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $113,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $92,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3727,  Location: 0.7 MI S OF I-96 (Lat: 42.669369,  Lng: -84.483942),  Route carried "on" structure: US 127,  Year Built: 1966,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 16,286 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,219 (year 2018),  Design Load: HS 20,  Features Intersected: COLLEGE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 28.889,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 35,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 63.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 38.2 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.09m (13.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $110,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $90,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3821,  Location: 5.0 MI S OF LANSING (Lat: 42.665494,  Lng: -84.518967),  Route carried "on" structure: Interstate 96,  Year Built: 1962,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 22,885 (year 2014),  Truck Traffic: 11%,  Average Future Daily Traffic: 26,317 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: JACKSON AND LANSING RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.107,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 33,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.9m (45.6ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 67.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.5 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3822,  Location: 5.0 MI S OF LANSING (Lat: 42.665753,  Lng: -84.519119),  Route carried "on" structure: Interstate 96,  Year Built: 1962,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 22,885 (year 2014),  Truck Traffic: 11%,  Average Future Daily Traffic: 26,317 (year 2034),  Design Load: HS 20+Mod,  Features Intersected: JACKSON AND LANSING RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.096,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 33,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.9m (45.6ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 67.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.5 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $517,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 3824,  Location: I-96 & I-496/US127 INTRCH (Lat: 42.674900,  Lng: -84.495131),  Route carried "on" structure: Interstate 496,  Year Built: 1963,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 20,400 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,538 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: I-96 EB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 30.083,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 35,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.2m (69.6ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.7 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: High priority of corrective action,  Underclear: Equal to present minimum criteria,  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: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3826,  Location: 5.3 MI SE OF LANSING (Lat: 42.677542,  Lng: -84.483986),  Route carried "on" structure: County highway 3329,  Year Built: 1963,  Status: Temporarily open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 5,200 (year 1995),  Truck Traffic: 14%,  Average Future Daily Traffic: 24,947 (year 2015),  Design Load: H 15,  Features Intersected: I-96,  Facility Carried by Structure: COLLEGE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.037,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  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: 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Other Special Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3834,  Location: I-96 & I-496/US127 INTRCH (Lat: 42.675800,  Lng: -84.495647),  Route carried "on" structure: Interstate 496,  Year Built: 1963,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 4.58m (15.03ft),  Average Daily Traffic: 20,400 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 22,538 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: I-96 WB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.612,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 35,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.2m (72.8ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 17.5 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 corrective action,  Underclear: Meets minimum limits,  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: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3835,  Location: I-96 & I-496/US127 INTRCH (Lat: 42.674692,  Lng: -84.495606),  Route carried "on" structure: Interstate 496,  Year Built: 1966,  Status: Open,  Structure Length: 4.22m (13.85ft),  Average Daily Traffic: 16,286 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 19,219 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: I-96 EB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 30.023,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 35,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.1m (69.2ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 91.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  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: Epoxy Overlay

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Structure Number: 3862,  Location: 8 MILES W OF MASON (Lat: 42.582164,  Lng: -84.601133),  Route carried "on" structure: County highway 3350,  Year Built: 2017,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 4,300 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,250 (year 2039),  Design Load: Greater than HL93,  Features Intersected: GRAND RIVER,  Facility Carried by Structure: COLUMBIA ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.4 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: 41.8 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.82m (15.81ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Bridge Improvement Cost: $484,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $492,000,  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: 3867,  Location: 1 MILE EAST OF HOLT (Lat: 42.640225,  Lng: -84.482542),  Route carried "on" structure: County highway 3366,  Year Built: 1965,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 6,600 (year 2019),  Average Future Daily Traffic: 8,060 (year 2039),  Design Load: HS 20,  Features Intersected: SYCAMORE CREEK,  Facility Carried by Structure: HOLT ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.872,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 35,  Subroute: 7),  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.6m (34.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.5 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $136,000,  Total Project Cost: $136,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3875,  Location: 1 MI E & 2 MI N OF HOLT (Lat: 42.667708,  Lng: -84.483964),  Route carried "on" structure: County highway 2003,  Year Built: 2006,  Status: Open,  Structure Length: 2.76m (9.06ft),  Average Daily Traffic: 6,875 (year 2019),  Average Future Daily Traffic: 8,390 (year 2039),  Design Load: HS 20,  Features Intersected: SYCAMORE CREEK,  Facility Carried by Structure: COLLEGE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 15.967,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 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: 389,  Location: 2.1 MI NE OF HOLT (Lat: 42.654878,  Lng: -84.478678),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 1,560 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,320 (year 2030),  Design Load: Greater than HL93,  Features Intersected: SYCAMORE CREEK,  Facility Carried by Structure: WILLOUGHBY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.073,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.2m (82.7ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 69.7 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: 44.4 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: 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 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: 5418,  Location: SEC. 26 ELBA TWP. (Lat: 42.991742,  Lng: -83.367458),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1960,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 225 (year 2018),  Average Future Daily Traffic: 275 (year 2038),  Design Load: H 20,  Features Intersected: FARMERS CREEK,  Facility Carried by Structure: MERWIN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.955,  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: 2,  Length of Maximum Span: 4.5m (14.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 78.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 3722,  Location: 1.2 MI N OF M-36 (Lat: 42.611153,  Lng: -84.473756),  Route carried "under" structure: US 127,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 27,928 (year 2007),  Truck Traffic: 8%,  Features Intersected: US-127,  Facility Carried by Structure: HARPER RD
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 21.804,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.7m (77.8ft)

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Structure Number: 3723,  Location: 3.4 MI N OF M-36 (Lat: 42.640275,  Lng: -84.478483),  Route carried "under" structure: US 127,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 40,800 (year 2020),  Truck Traffic: 8%,  Features Intersected: US-127,  Facility Carried by Structure: HOLT RD
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 25.103,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 3724,  Location: 2.0 MI S OF I-96 (Lat: 42.654867,  Lng: -84.475958),  Route carried "under" structure: County highway ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 1,400 (year 1997),  Truck Traffic: 1%,  Features Intersected: WILLOUGHBY RD,  Facility Carried by Structure: US-127 SB
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 7.297,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 3725,  Location: 2.0 MI S OF I-96 (Lat: 42.654878,  Lng: -84.475181),  Route carried "under" structure: County highway ,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 1,400 (year 1997),  Truck Traffic: 1%,  Features Intersected: WILLOUGHBY RD,  Facility Carried by Structure: US-127 NB
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 7.360,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 3726,  Location: 0.7 MI S OF I-96 (Lat: 42.669089,  Lng: -84.483942),  Route carried "under" structure: County highway 3329,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 5,200 (year 1995),  Truck Traffic: 3%,  Features Intersected: COLLEGE RD,  Facility Carried by Structure: US-127 SB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 16.102,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 3727,  Location: 0.7 MI S OF I-96 (Lat: 42.669369,  Lng: -84.483942),  Route carried "under" structure: County highway 3329,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 5,200 (year 1995),  Truck Traffic: 1%,  Features Intersected: COLLEGE RD,  Facility Carried by Structure: US-127 NB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 16.133,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 3824,  Location: I-96 & I-496/US127 INTRCH (Lat: 42.674900,  Lng: -84.495131),  Route carried "under" structure: Interstate 96,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 26,002 (year 2007),  Truck Traffic: 10%,  Features Intersected: I-96 EB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 9.323,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 21.2m (69.6ft)

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Structure Number: 3825,  Location: I-96 & I-496/US127 INTRCH (Lat: 42.677178,  Lng: -84.492789),  Route carried "under" structure: Interstate 96,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 52,000 (year 2007),  Truck Traffic: 9%,  Features Intersected: I-96 WB
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.663,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.0m (180.4ft)

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Structure Number: 3826,  Location: 5.3 MI SE OF LANSING (Lat: 42.677542,  Lng: -84.483986),  Route carried "under" structure: Interstate 96,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 52,004 (year 2007),  Truck Traffic: 10%,  Features Intersected: I-96,  Facility Carried by Structure: COLLEGE RD
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 10.299,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 3834,  Location: I-96 & I-496/US127 INTRCH (Lat: 42.675800,  Lng: -84.495647),  Route carried "under" structure: Interstate 96,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 26,002 (year 2007),  Truck Traffic: 10%,  Features Intersected: I-96 WB
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 9.330,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 22.2m (72.8ft)

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Structure Number: 3835,  Location: I-96 & I-496/US127 INTRCH (Lat: 42.674692,  Lng: -84.495606),  Route carried "under" structure: Interstate 96,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 26,186 (year 2013),  Truck Traffic: 10%,  Features Intersected: I-96 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.278,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.1m (69.2ft)

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Structure Number: 3836,  Location: I-96 & I-496/US127 INTRCH (Lat: 42.675497,  Lng: -84.496125),  Route carried "under" structure: Interstate 96,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 22,937 (year 2007),  Truck Traffic: 15%,  Features Intersected: I-96 WB
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 9.277,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)