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

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Structure Number: 187,  Location: APPROX 0 40 MI W OF 18TH (Lat: 42.725142,  Lng: -85.729739),  Route carried "on" structure: County highway 382,  Year Built: 1973,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 8,204 (year 2003),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,408 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: RED RUN DRAIN,  Facility Carried by Structure: 142ND AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 21.959,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 43.1 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021

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Structure Number: 188,  Location: APPROX 0.25 MI W OF 52ND (Lat: 42.754783,  Lng: -86.060994),  Route carried "on" structure: County highway 386,  Year Built: 1979,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 4,413 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,400 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: N BR MACATAWA RIVER,  Facility Carried by Structure: 146TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.565,  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: 10.9m (35.8ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 192,  Location: JUST SOUTH OF 106TH AVE (Lat: 42.461933,  Lng: -86.129114),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Open,  Structure Length: 1.84m (6.04ft),  Average Daily Traffic: 320 (year 2003),  Truck Traffic: 7%,  Average Future Daily Traffic: 640 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: M BR BLACK RIVER,  Facility Carried by Structure: 60TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.762,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.4m (60.4ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: 38.6 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: Better than 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: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 258,  Location: HOPKINS TWP SEC 5-6 (Lat: 42.677833,  Lng: -85.761053),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Posted for load,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 396 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 588 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: RABBIT RIVER,  Facility Carried by Structure: 22ND STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.776,  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: 2,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 44.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 26.9 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 271,  Location: LEIGHTON TWP SEC 30-31 (Lat: 42.695647,  Lng: -85.655694),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 82 (year 2002),  Truck Traffic: 7%,  Average Future Daily Traffic: 164 (year 2022),  Design Load: H 20,  Features Intersected: RABBIT RIVER,  Facility Carried by Structure: 138TH AVENUE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.304,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 21.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 13.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 281,  Location: OTSEGO TWP SEC 5-6 (Lat: 42.498942,  Lng: -85.760014),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 130 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 193 (year 2040),  Design Load: HS 20,  Features Intersected: SCHNABLE BROOK,  Facility Carried by Structure: 22ND STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.452,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  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: 18.6m (61.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Satisfactory,  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: 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: April 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 369,  Location: 800 FT EAST OF M-66 (Lat: 45.033222,  Lng: -85.063897),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 10 (year 1997),  Truck Traffic: 2%,  Average Future Daily Traffic: 12 (year 2018),  Design Load: HS 20,  Features Intersected: JORDAN RIVER,  Facility Carried by Structure: GRAVES CROSSING RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.251,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.1m (16.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 56.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) 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: September 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 373,  Location: 0.25MI E & 0.12MI N M-88 (Lat: 44.978347,  Lng: -85.193131),  Route carried "on" structure: City street 553,  Year Built: 1988,  Status: Open,  Structure Length: 1.67m (5.48ft),  Average Daily Traffic: 3,150 (year 1997),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,500 (year 2019),  Design Load: HS 20+Mod,  Features Intersected: CEDAR RIVER,  Facility Carried by Structure: DERENZY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.319,  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: 16.7m (54.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 374,  Location: IN CENTRAL LAKE (Lat: 45.070167,  Lng: -85.258889),  Route carried "on" structure: City street 624,  Year Built: 1976,  Status: Posted for load,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 900 (year 0000),  Truck Traffic: 7%,  Average Future Daily Traffic: 900 (year 2008),  Design Load: HS 20+Mod,  Features Intersected: INTERMEDIATE RIVER,  Facility Carried by Structure: STATE STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.192,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 18.8 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: 14.6 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: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 377,  Location: 1.7 MI W OF STANDISH (Lat: 43.983017,  Lng: -83.992439),  Route carried "on" structure: State highway 61,  Year Built: 1952,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 4,242 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,845 (year 2018),  Design Load: HS 20,  Features Intersected: M BR PINE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.249,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 106,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 27.5 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 379,  Location: 1.0 MI N OF ALGER (Lat: 44.135747,  Lng: -84.128286),  Route carried "on" structure: State highway 33,  Year Built: 1968,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 4,124 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,381 (year 2018),  Design Load: HS 20,  Features Intersected: D&M RR & OLD M-76
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.154,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 106,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 81.0 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 381,  Location: 0.3 MI E OF JCT I-75 (Lat: 43.949833,  Lng: -84.006522),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 5,200 (year 1995),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,980 (year 2015),  Design Load: H 15,  Features Intersected: US-23,  Facility Carried by Structure: MELITA ROAD
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 4.275,  Lanes on structure: 2,  Lanes under structure: 4,  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: 5,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Good,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 727,  Location: AT RIVER RD (Lat: 43.700428,  Lng: -84.008225),  Route carried "on" structure: County highway ,  Year Built: 1957,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 279 (year 2000),  Truck Traffic: 5%,  Average Future Daily Traffic: 335 (year 2020),  Design Load: H 20,  Features Intersected: N BR KAWKAWLIN RIVER,  Facility Carried by Structure: FRASER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.658,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 8.5m (27.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 30.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 969,  Location: 2.5 MI SE OF BARODA (Lat: 41.927553,  Lng: -86.470400),  Route carried "on" structure: County highway ,  Year Built: 1924,  Year Reconstructed: 1996,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 179 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 200 (year 2027),  Design Load: H 15,  Features Intersected: HICKORY CREEK,  Facility Carried by Structure: SNOW ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.886,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 52.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $210,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $300,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 988,  Location: 1.0 MI N OF BARODA (Lat: 41.974539,  Lng: -86.494667),  Route carried "on" structure: County highway 1147,  Year Built: 1964,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 4,474 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,500 (year 2027),  Design Load: H 20,  Features Intersected: HICKORY CREEK,  Facility Carried by Structure: CLEVELAND AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 24.104,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.8 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,  Waterway Adequacy: Superior 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: Bituminous

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Structure Number: 1783,  Location: AT EATON CO LINE (Lat: 42.771408,  Lng: -84.605217),  Route carried "on" structure: Business Interstate 96,  Year Built: 1938,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 10,600 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,500 (year 2031),  Design Load: HS 20,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 19.850,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 20,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 90.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 53.8 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 corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  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: 1793,  Location: AT I-96 BL (Lat: 42.785394,  Lng: -84.672078),  Route carried "on" structure: Interstate 96,  Year Built: 1962,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 7.21m (23.65ft),  Average Daily Traffic: 18,210 (year 2007),  Truck Traffic: 18%,  Average Future Daily Traffic: 16,114 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: I-96 BL
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.594,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 20,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.6m (57.7ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.2m (69.6ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 41.8 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1865,  Location: 1 MI E OF US-27 (Lat: 42.816539,  Lng: -84.523136),  Route carried "on" structure: Interstate 69,  Year Built: 1971,  Status: Open,  Structure Length: 3.07m (10.07ft),  Average Daily Traffic: 18,989 (year 2007),  Truck Traffic: 16%,  Average Future Daily Traffic: 24,602 (year 2018),  Design Load: HS 20,  Features Intersected: WOOD RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.971,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 36,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.7m (100.7ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 68.0 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: Somewhat better than minimum adequacy,  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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1866,  Location: 1 MI E OF US-27 (Lat: 42.816981,  Lng: -84.523136),  Route carried "on" structure: Interstate 69,  Year Built: 1971,  Status: Open,  Structure Length: 3.04m (9.97ft),  Average Daily Traffic: 18,989 (year 2007),  Truck Traffic: 16%,  Average Future Daily Traffic: 24,602 (year 2018),  Design Load: HS 20,  Features Intersected: WOOD RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 14.628,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 36,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  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: 40.2 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1867,  Location: AT N LTS OF LANSING (Lat: 42.817750,  Lng: -84.542783),  Route carried "on" structure: Business US 127,  Year Built: 1971,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 7.70m (25.26ft),  Average Daily Traffic: 22,550 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 24,360 (year 2030),  Design Load: HS 20,  Features Intersected: I-69
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.301,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes (Inventory Route: 20,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.8m (127.3ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 36.9m (121.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: 40.5 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 1868,  Location: 1.2 MI S OF DEWITT (Lat: 42.816886,  Lng: -84.560556),  Route carried "on" structure: Interstate 69,  Year Built: 1980,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 18,999 (year 2007),  Truck Traffic: 17%,  Average Future Daily Traffic: 25,598 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: TURNER RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.531,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 36,  Subroute: 2),  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: 1,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 88.1 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: Equal to 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1869,  Location: 0.6 MI SE OF DEWITT (Lat: 42.816203,  Lng: -84.572372),  Route carried "on" structure: County highway 2003,  Year Built: 1980,  Status: Open,  Structure Length: 7.98m (26.18ft),  Average Daily Traffic: 70 (year 1984),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,000 (year 2015),  Design Load: HS 25 or greater,  Features Intersected: I-69,  Facility Carried by Structure: DEWITT RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.936,  Lanes on structure: 5,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 28.6m (93.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.3m (128.9ft),  Curb-To-Curb Width: 27.6m (90.6ft),  Out-to-Out Width: 28.8m (94.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: 66.1 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1871,  Location: 4.0 MI NW OF LANSING (Lat: 42.807772,  Lng: -84.602728),  Route carried "on" structure: County highway 1949,  Year Built: 1981,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 4,494 (year 1984),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,500 (year 2015),  Design Load: HS 20,  Features Intersected: I-69,  Facility Carried by Structure: AIRPORT ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.094,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.7m (136.8ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.9 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: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1872,  Location: 5.5 MI NW OF LANSING (Lat: 42.798267,  Lng: -84.641953),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 11.15m (36.58ft),  Average Daily Traffic: 210 (year 1984),  Truck Traffic: 3%,  Average Future Daily Traffic: 400 (year 2015),  Design Load: HS 20,  Features Intersected: I-69,  Facility Carried by Structure: LOWELL RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.078,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 87.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 52.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 1873,  Location: 6.0 M NW OF LANSING (Lat: 42.787653,  Lng: -84.660778),  Route carried "on" structure: Interstate 69,  Year Built: 1981,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 10,507 (year 2007),  Truck Traffic: 16%,  Average Future Daily Traffic: 23,290 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: EB TURNING ROADWAY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.305,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 36,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 49.0m (160.8ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: 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: 63.2 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  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: 1874,  Location: 6.0 MI NW OF LANSING (Lat: 42.787792,  Lng: -84.659944),  Route carried "on" structure: Interstate 69,  Year Built: 1981,  Status: Open,  Structure Length: 10.33m (33.89ft),  Average Daily Traffic: 10,507 (year 2007),  Truck Traffic: 16%,  Average Future Daily Traffic: 23,290 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: EB TURNING ROADWAY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.733,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 36,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 57.9m (190.0ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: 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: 63.2 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1879,  Location: 7 MI NW OF LANSING (Lat: 42.789400,  Lng: -84.675869),  Route carried "on" structure: Ramp Interstate 69,  Year Built: 1981,  Status: Open,  Structure Length: 17.75m (58.23ft),  Average Daily Traffic: 4,012 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 9,811 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: I-96,  Facility Carried by Structure: EB TURNING RDWY
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.495,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 13.9m (45.6ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 66.3m (217.5ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 77.4 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  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: 1881,  Location: 3.5 MI W OF FOWLER (Lat: 43.001975,  Lng: -84.810372),  Route carried "on" structure: State highway 21,  Year Built: 2005,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 2,731 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,957 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: LOST CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.206,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 20,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Satisfactory,  Culverts: 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $9,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1882,  Location: 3.2 MI E OF FOWLER (Lat: 43.001700,  Lng: -84.675056),  Route carried "on" structure: State highway 21,  Year Built: 1977,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 4,192 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,120 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: NORTH SWARGART DRAIN
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.510,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 20,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 73.2 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: Equal to 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1918,  Location: 1/2 MI N OF CLARK RD (Lat: 42.820747,  Lng: -84.739519),  Route carried "on" structure: County highway 1923,  Year Built: 1996,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 3,658 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,607 (year 2031),  Design Load: HS 20,  Features Intersected: LOOKING GLASS RIVER,  Facility Carried by Structure: WRIGHT ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.635,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.7m (54.8ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 78.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1919,  Location: 1/4 MI S OF PRICE RD (Lat: 42.925208,  Lng: -84.739778),  Route carried "on" structure: County highway 1923,  Year Built: 2007,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 1,026 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,853 (year 2031),  Design Load: HS 20,  Features Intersected: MORRIS DRAIN,  Facility Carried by Structure: WRIGHT ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 17.362,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1922,  Location: 100' N OF STONE RD (Lat: 43.069153,  Lng: -84.700275),  Route carried "on" structure: County highway 1929,  Year Built: 1991,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 498 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 899 (year 2031),  Design Load: HS 20,  Features Intersected: HAYWORTH DRAIN,  Facility Carried by Structure: WACOUSTA ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.128,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.4m (99.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 65.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  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: 1923,  Location: 1/4 MI S OF ISLAND RD (Lat: 43.085614,  Lng: -84.700022),  Route carried "on" structure: County highway 1929,  Year Built: 1991,  Status: Open,  Structure Length: 1.15m (3.77ft),  Average Daily Traffic: 441 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 796 (year 2031),  Design Load: HS 20,  Features Intersected: COX DRAIN (BROWN'S CR),  Facility Carried by Structure: WACOUSTA ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.955,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.5m (37.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 99.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 73.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1924,  Location: 1/3 MI N OF COLONY RD (Lat: 43.051542,  Lng: -84.680647),  Route carried "on" structure: County highway 1935,  Year Built: 1963,  Status: Temporarily open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 1,351 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,476 (year 2031),  Design Load: HS 20,  Features Intersected: HAYWORTH CREEK,  Facility Carried by Structure: FOREST HILL RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.540,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1925,  Location: 1/4 MI S OF ISLAND RD (Lat: 43.088736,  Lng: -84.680103),  Route carried "on" structure: County highway 1935,  Year Built: 1968,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 1,635 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,953 (year 2031),  Design Load: H 20,  Features Intersected: COX DRAIN,  Facility Carried by Structure: FOREST HILL ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 9.669,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 70.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1927,  Location: 1/4 MI S OF TAFT RD (Lat: 42.956836,  Lng: -84.660875),  Route carried "on" structure: County highway 1937,  Year Built: 1947,  Status: Open,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 2,031 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,668 (year 2031),  Design Load: H 20,  Features Intersected: STONY CREEK,  Facility Carried by Structure: FRANCIS ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 19.263,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 42.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2008,  Location: 0.1 MI W OF FOREST HILL (Lat: 42.914939,  Lng: -84.685144),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 140 (year 1979),  Average Future Daily Traffic: 250 (year 2009),  Design Load: HS 20,  Features Intersected: MUSKRAT CREEK,  Facility Carried by Structure: JASON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 12.431,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Channel: Fair,  Culverts: Very good,  Operating Rating: 82.9 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: 79.7 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 2048,  Location: 5.1 MI S OF OTSEGO COL (Lat: 44.785858,  Lng: -84.714589),  Route carried "on" structure: County highway 2082,  Year Built: 1961,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 390 (year 1974),  Average Future Daily Traffic: 390 (year 1977),  Design Load: HS 20,  Features Intersected: I-75 NB,  Facility Carried by Structure: COUNTY ROAD 612
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.478,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.3m (56.8ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 31.8 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $57,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2064,  Location: 0.5 MI W OF FREDERIC (Lat: 44.778517,  Lng: -84.762289),  Route carried "on" structure: County highway 2082,  Year Built: 1930,  Year Reconstructed: 1965,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 533 (year 1985),  Average Future Daily Traffic: 700 (year 2010),  Design Load: H 20,  Features Intersected: AU SABLE RIVER,  Facility Carried by Structure: COUNTY RD 612
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.879,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Fair,  Channel: Good,  Operating Rating: 37.9 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: 29.2 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: 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,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous