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

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Structure Number: 96,  Location: S LTS OF HOLLAND (Lat: 42.748692,  Lng: -86.118692),  Route carried "on" structure: US 31,  Year Built: 2011,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 6,350 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,800 (year 2031),  Design Load: HL 93,  Features Intersected: N BR MACATAWA RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.215,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 303,  Subroute: 48),  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum 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: 1,  Location: AT 144TH AVENUE & 60TH ST (Lat: 42.739311,  Lng: -86.135989),  Route carried "on" structure: US 31,  Year Built: 1963,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 17,204 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,585 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: N BR MACATAWA RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.428,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 79,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 54.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.7 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102,  Location: IN HOLLAND (Lat: 42.749933,  Lng: -86.119372),  Route carried "on" structure: Business US 31,  Year Built: 1964,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 17,386 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 31,192 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: US-31 NB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.368,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 303,  Subroute: 48),  Owner: State Highway Agency,  Approaching Roadway Width: 20.3m (66.6ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 67.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 5.67m (18.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $363,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $372,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 103,  Location: IN HOLLAND (Lat: 42.753969,  Lng: -86.116264),  Route carried "on" structure: US 31,  Year Built: 1964,  Status: Open,  Structure Length: 5.81m (19.06ft),  Average Daily Traffic: 8,602 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 11,096 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: US-31 BR (58 TH STREET)
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.686,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 79,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum 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: 126,  Location: 1.3 MI SW OF OTTAWA COL (Lat: 42.747486,  Lng: -86.066622),  Route carried "on" structure: Interstate 196,  Year Built: 1972,  Status: Open,  Structure Length: 4.26m (13.98ft),  Average Daily Traffic: 9,123 (year 2007),  Truck Traffic: 32%,  Average Future Daily Traffic: 8,394 (year 2018),  Design Load: HS 20,  Features Intersected: CSX RR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 44.318,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 78,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 78.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 127,  Location: 6.6 MI SW OF OTTAWA COL (Lat: 42.732936,  Lng: -86.143486),  Route carried "on" structure: Interstate 196,  Year Built: 1972,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 6,333 (year 2007),  Truck Traffic: 29%,  Average Future Daily Traffic: 7,500 (year 2015),  Design Load: HS 20,  Features Intersected: US-31 NB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 37.583,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 78,  Subroute: 8),  Owner: State Highway Agency,  Approaching Roadway Width: 14.2m (46.6ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 93.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 55.7 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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 5 months,  Inspection Date: December 2021,  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: 13,  Location: 3.9 MI SW OF OTTAWA COL (Lat: 42.736758,  Lng: -86.096003),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 1,819 (year 1997),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,092 (year 2017),  Design Load: H 20,  Features Intersected: I-196,  Facility Carried by Structure: 56 TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.082,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.9m (124.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum 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: 131,  Location: 1.4 MI SW OF OTTAWA COL (Lat: 42.743811,  Lng: -86.071714),  Route carried "on" structure: State highway 40,  Year Built: 1972,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 11,124 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 12,802 (year 2018),  Design Load: HS 20,  Features Intersected: I-196
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 31.086,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 78,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 56.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum 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: 133,  Location: AT OTTAWA CO LINE (Lat: 42.768936,  Lng: -86.036114),  Route carried "on" structure: Interstate 196,  Year Built: 1972,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 9,123 (year 2007),  Truck Traffic: 27%,  Average Future Daily Traffic: 7,500 (year 2015),  Design Load: HS 20,  Features Intersected: OTTOGAN STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 47.712,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 78,  Subroute: 7),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 77.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.69m (12.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $101,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $63,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 14,  Location: 2.4 MI SE OF OTTAWA COL (Lat: 42.747108,  Lng: -86.075044),  Route carried "on" structure: State highway 40,  Year Built: 1999,  Status: Open,  Structure Length: 1.66m (5.45ft),  Average Daily Traffic: 6,433 (year 2007),  Truck Traffic: 24%,  Average Future Daily Traffic: 9,422 (year 2018),  Design Load: HS 25 or greater,  Features Intersected: N BR MACATAWA RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 31.543,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 78,  Subroute: 9),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.6m (54.5ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 61.2 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: Better than present minimum criteria,  Deck Geometry: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 183,  Location: APPROX 0.25 MI W OF 52ND (Lat: 42.718533,  Lng: -86.063481),  Route carried "on" structure: County highway 382,  Year Built: 2009,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 1,800 (year 2008),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,251 (year 2028),  Design Load: HL 93,  Features Intersected: KLEINHEKSEL DRAIN,  Facility Carried by Structure: 141ST AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 6.755,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 57.7 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: 44.7 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 189,  Location: APPROX 0.25 MI W OF 48TH (Lat: 42.754650,  Lng: -86.024086),  Route carried "on" structure: County highway 386,  Year Built: 1972,  Status: Posted for load,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 2,504 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,103 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: S BR MACATAWA RIVER,  Facility Carried by Structure: 146TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.544,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Serious,  Operating Rating: 18.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 11.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021

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Structure Number: 242,  Location: APPROX 1/4 MI E OF 50TH (Lat: 42.740147,  Lng: -86.029869),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 286 (year 2002),  Truck Traffic: 7%,  Average Future Daily Traffic: 572 (year 2022),  Design Load: H 20,  Features Intersected: ESKES DRAIN,  Facility Carried by Structure: 144TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.465,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 16.2 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,  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

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Structure Number: 243,  Location: FILLMORE TWP SEC 14 (Lat: 42.736778,  Lng: -86.042186),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 1.08m (3.54ft),  Average Daily Traffic: 141 (year 2002),  Truck Traffic: 7%,  Average Future Daily Traffic: 282 (year 2022),  Design Load: H 20,  Features Intersected: S BR MACATAWA RIVER,  Facility Carried by Structure: RUSSCHER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.540,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft)

Condition: Channel: Fair,  Culverts: Serious,  Operating Rating: 24.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 14.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2021

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Structure Number: 265,  Location: APPROX 3/8MI S OF 144TH A (Lat: 42.735556,  Lng: -86.146064),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 1.17m (3.84ft),  Average Daily Traffic: 116 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 232 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: KUIPERS DRAIN,  Facility Carried by Structure: 61ST STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 43.4 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 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: May 2021

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Structure Number: 318,  Location: IN HOLLAND (Lat: 42.749678,  Lng: -86.096558),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 2,482 (year 1996),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,482 (year 2017),  Design Load: HS 20,  Features Intersected: N BR BLACK RIVER,  Facility Carried by Structure: LINCOLN AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.855,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.0m (32.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 37.6 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: 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: Built-up

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Structure Number: 8689,  Location: 0.4 MI N OF M-21 (Lat: 42.800892,  Lng: -86.083308),  Route carried "on" structure: US 31,  Year Built: 1949,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 21,772 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,038 (year 2034),  Design Load: HS 20,  Features Intersected: BLACK RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.768,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 74,  Subroute: 5),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 0.0m,  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 51.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: May 2020,  Bridge Improvement Cost: $611,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 869,  Location: 0.4 MI N OF M-21 (Lat: 42.800675,  Lng: -86.083447),  Route carried "on" structure: US 31,  Year Built: 1958,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 21,772 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,038 (year 2034),  Design Load: HS 20,  Features Intersected: BLACK RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.747,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 74,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 51.5 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Underwater Inspection Date: May 2020,  Other Special Inspection Date: May 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: 8706,  Location: 0.8 MI NE OF US-31 (Lat: 42.801647,  Lng: -86.066161),  Route carried "on" structure: Business Interstate 196,  Year Built: 1955,  Status: Open,  Structure Length: 5.48m (17.98ft),  Average Daily Traffic: 14,315 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,976 (year 2018),  Design Load: HS 20,  Features Intersected: BLACK RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.604,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 74,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 58.3 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: 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: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 8722,  Location: 3.5 MI E OF HOLLAND (Lat: 42.776686,  Lng: -86.029883),  Route carried "on" structure: Interstate 196,  Year Built: 1972,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 9,123 (year 2007),  Truck Traffic: 32%,  Average Future Daily Traffic: 8,394 (year 2018),  Design Load: HS 20,  Features Intersected: BLACK RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.004,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 75,  Subroute: 4),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Fair,  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: 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,  Length Of Structure Improvement: 5.85m (19.19ft),  Designated Inspection Frequency: Every 18 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $184,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $169,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8723,  Location: 3.5 MI E OF HOLLAND (Lat: 42.777128,  Lng: -86.030167),  Route carried "on" structure: Interstate 196,  Year Built: 1972,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 9,123 (year 2007),  Truck Traffic: 32%,  Average Future Daily Traffic: 8,394 (year 2018),  Design Load: HS 20,  Features Intersected: BLACK RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.086,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 75,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 18 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8804,  Location: 0.44 MILES E OF HOLLAND (Lat: 42.783419,  Lng: -86.038211),  Route carried "on" structure: County highway 7004,  Year Built: 1973,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 16,240 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 29,330 (year 2040),  Design Load: HS 20,  Features Intersected: BLACK RIVER TRIBUTARY,  Facility Carried by Structure: ADAMS ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.645,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.8m (48.6ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 22.5m (73.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 63.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 47.6 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 8821,  Location: NORTH LIMITS OF HOLLAND (Lat: 42.800136,  Lng: -86.111447),  Route carried "on" structure: County highway 2014,  Year Built: 2005,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 33,450 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 60,400 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BLACK RIVER,  Facility Carried by Structure: RIVER AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.093,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 370,  Subroute: 8),  Owner: County Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 23.4m (76.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 56.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2020,  Underwater Inspection Date: August 2018,  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: 8884,  Location: SECTION 23 HOLLAND TWP (Lat: 42.799333,  Lng: -86.045686),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 1.70m (5.58ft),  Average Daily Traffic: 2,550 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,600 (year 2040),  Design Load: H 20,  Features Intersected: BLACK CREEK,  Facility Carried by Structure: 106TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.150,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 16.7m (54.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 37.6 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: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 8943,  Location: IN HOLLAND (Lat: 42.800453,  Lng: -86.058886),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 1,112 (year 2020),  Average Future Daily Traffic: 2,025 (year 2040),  Design Load: HS 20,  Features Intersected: BLACK RIVER,  Facility Carried by Structure: PAW PAW DRIVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.769,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.5 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum 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: 8944,  Location: HOLLAND (Lat: 42.768783,  Lng: -86.065903),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 5,632 (year 1997),  Average Future Daily Traffic: 10,200 (year 2022),  Design Load: HS 20,  Features Intersected: N BRANCH BLACK RIVER,  Facility Carried by Structure: 32ND ST
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 10.958,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8945,  Location: IN HOLLAND (Lat: 42.776067,  Lng: -86.061867),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 2,183 (year 1996),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,940 (year 2016),  Design Load: HS 20,  Features Intersected: N BR BLACK RIVER,  Facility Carried by Structure: 24 TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 3.698,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 57.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 34.3 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 8946,  Location: IN HOLLAND (Lat: 42.751853,  Lng: -86.116222),  Route carried "on" structure: City street 2014,  Year Built: 2010,  Status: Open,  Structure Length: 1.96m (6.43ft),  Average Daily Traffic: 3,215 (year 1997),  Average Future Daily Traffic: 5,800 (year 2017),  Design Load: HL 93,  Features Intersected: NORTH BRANCH BLACK RIVER,  Facility Carried by Structure: 48 TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.251,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 65.4 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: 50.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8947,  Location: HOLLAND (Lat: 42.780811,  Lng: -86.057694),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 3,862 (year 1996),  Average Future Daily Traffic: 7,000 (year 2016),  Design Load: HS 20,  Features Intersected: N BRANCH BLACK RIVER,  Facility Carried by Structure: COUNTRY CLUB RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.329,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.5m (14.8ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Satisfactory,  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: 83.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021

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Structure Number: 13992,  Location: 750FT N OF 140TH AVE (Lat: 42.712583,  Lng: -86.135700),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 1,845 (year 2014),  Average Future Daily Traffic: 2,120 (year 2035),  Features Intersected: KUIPERS DRAIN,  Facility Carried by Structure: 60TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.331,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.9m (9.5ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Operating Rating: 87.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: 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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13993,  Location: 590 FT W OF 61ST STREET (Lat: 42.725083,  Lng: -86.148111),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 50 (year 2015),  Average Future Daily Traffic: 60 (year 2045),  Features Intersected: KUIPERS DRAIN,  Facility Carried by Structure: 142ND AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.314,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 21.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1448,  Location: 0.25 MI W OF 52ND ST (Lat: 42.711289,  Lng: -86.060256),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 554 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 675 (year 2041),  Features Intersected: KLEINHEKSEL DRAIN,  Facility Carried by Structure: 140TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 11.053,  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: 2.8m (9.2ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 77.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 101,  Location: 0.5 MI W OF HOLLAND (Lat: 42.739033,  Lng: -86.136372),  Route carried "under" structure: US 31,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 17,204 (year 2007),  Truck Traffic: 8%,  Features Intersected: US-31,  Facility Carried by Structure: 60 TH STREET
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 1.384,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 102,  Location: IN HOLLAND (Lat: 42.749933,  Lng: -86.119372),  Route carried "under" structure: US 31,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 8,602 (year 2007),  Truck Traffic: 9%,  Features Intersected: US-31 NB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 3.240,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 103,  Location: IN HOLLAND (Lat: 42.753969,  Lng: -86.116264),  Route carried "under" structure: Business US 31,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 17,386 (year 2007),  Truck Traffic: 1%,  Features Intersected: US-31 BR (58 TH STREET)
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 1.901,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 122,  Location: 3.7 MI NE OF SAUGATUCK (Lat: 42.710519,  Lng: -86.162647),  Route carried "under" structure: Interstate 196,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 26,240 (year 2007),  Truck Traffic: 25%,  Features Intersected: I-196 & US-31,  Facility Carried by Structure: 140 TH AVE
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 34.578,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 127,  Location: 6.6 MI SW OF OTTAWA COL (Lat: 42.732936,  Lng: -86.143486),  Route carried "under" structure: US 31,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 8,602 (year 2007),  Features Intersected: US-31 NB,  Facility Carried by Structure: I-196 WB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.489,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 128,  Location: 6.0 MI SW OF OTTAWA COL (Lat: 42.733800,  Lng: -86.136203),  Route carried "under" structure: Interstate 196,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 12,666 (year 2007),  Truck Traffic: 42%,  Features Intersected: I-196,  Facility Carried by Structure: 60 TH STREET
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 38.101,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 129,  Location: 4.9 MI SW OF OTTAWA COL (Lat: 42.736428,  Lng: -86.115753),  Route carried "under" structure: Interstate 196,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 13,046 (year 2012),  Truck Traffic: 26%,  Features Intersected: I-196,  Facility Carried by Structure: 58 TH STREET
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 39.805,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.7m (123.7ft)

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Structure Number: 13,  Location: 3.9 MI SW OF OTTAWA COL (Lat: 42.736758,  Lng: -86.096003),  Route carried "under" structure: Interstate 196,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 13,046 (year 2012),  Truck Traffic: 26%,  Features Intersected: I-196,  Facility Carried by Structure: 56 TH STREET
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 41.423,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.9m (124.3ft)

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Structure Number: 131,  Location: 1.4 MI SW OF OTTAWA COL (Lat: 42.743811,  Lng: -86.071714),  Route carried "under" structure: Interstate 196,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 18,246 (year 2007),  Truck Traffic: 32%,  Features Intersected: I-196,  Facility Carried by Structure: M-40
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 43.665,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 132,  Location: 1.2 MI S OF OTTAWA COL (Lat: 42.754764,  Lng: -86.056708),  Route carried "under" structure: Interstate 196,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 18,246 (year 2007),  Truck Traffic: 32%,  Features Intersected: I-196,  Facility Carried by Structure: 146 TH AVE
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 45.398,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 133,  Location: AT OTTAWA CO LINE (Lat: 42.768936,  Lng: -86.036114),  Route carried "under" structure: County highway ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 110 (year 1984),  Features Intersected: OTTOGAN STREET,  Facility Carried by Structure: I-196 EB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 13.397,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 134,  Location: AT OTTAWA CO LINE (Lat: 42.768936,  Lng: -86.037311),  Route carried "under" structure: County highway ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 110 (year 1984),  Features Intersected: OTTOGAN STREET,  Facility Carried by Structure: I-196 WB
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 13.298,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.7m (120.4ft)

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Structure Number: 8705,  Location: 1.0 MI E HOLLAND (Lat: 42.796400,  Lng: -86.081303),  Route carried "under" structure: Business Interstate 196,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 23,864 (year 2007),  Truck Traffic: 4%,  Features Intersected: I-196 BL,  Facility Carried by Structure: US-31
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 3.235,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.4m (63.6ft)