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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 14
Total length: 46 meters (151ft)
Total average daily traffic: 160,131
Total average daily truck traffic: 5,728
National Bridge Inventory (NBI) Registered Bridges for Holland

New bridges - Historical Statistics

  • 1920-1929: 1
  • 1930-1939: 0
  • 1940-1949: 0
  • 1950-1959: 1
  • 1960-1969: 6
  • 1970-1979: 0
  • 1980-1989: 4
  • 1990-1999: 1
  • 2000-2009: 1

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 3103032000B03,  Location: S LTS OF HOLLAND (Lat: 42.748692,  Lng: -86.118692),  Route carried "on" structure: US 31,  Year Built: 1964,  Status: Temporarily open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 28,228 (year 2003),  Truck Traffic: 1%,  Average Future Daily Traffic: 31,192 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: NORTH BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.217,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: 303,  Subroute: 48),  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 67.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3103032000B04,  Location: S LTS OF HOLLAND (Lat: 42.748928,  Lng: -86.118231),  Route carried "on" structure: Ramp US 31,  Year Built: 1964,  Status: Open,  Structure Length: 2.34m (7.68ft),  Average Daily Traffic: 5,000 (year 1995),  Truck Traffic: 16%,  Average Future Daily Traffic: 5,000 (year 2015),  Design Load: HS 20+Mod,  Features Intersected: NORTH BRANCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.137,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Inventory Rating: 52.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  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: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3103032000S02,  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: 28,228 (year 2003),  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+ m (98+ ft),  Kilometerpoint: 1.368,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 303,  Subroute: 48),  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  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: 19.0m (62.3ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  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: Meets minimum limits,  Underclear: Meets minimum limits,  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 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3103032000S03,  Location: IN HOLLAND (Lat: 42.753969,  Lng: -86.116264),  Route carried "on" structure: US 31,  Year Built: 1964,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 9,649 (year 2003),  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+ m (98+ ft),  Kilometerpoint: 3.685,  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: 30.7m (100.7ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  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: 79.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 34321200107B01,  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+ m (98+ ft),  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: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: March 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 35321200225B01,  Location: IN HOLLAND (Lat: 42.751853,  Lng: -86.116222),  Route carried "on" structure: City street 2014,  Year Built: 1928,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 3,215 (year 1997),  Average Future Daily Traffic: 5,800 (year 2017),  Design Load: H 20,  Features Intersected: NORTH BRANCH BLACK RIVER,  Facility Carried by Structure: WASHINGTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.251,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 704321200117B01,  Location: IN HOLLAND (Lat: 42.800453,  Lng: -86.058886),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 6,049 (year 1997),  Average Future Daily Traffic: 10,900 (year 2017),  Design Load: HS 20,  Features Intersected: BLACK RIVER,  Facility Carried by Structure: PAW PAW DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.769,  Lanes on structure: 2,  Owner: City or Municipal 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: 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: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 75.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 705321200037B01,  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: NO. BRANCH BLACK RIVER,  Facility Carried by Structure: 32ND ST
Minimum Vertical Clearance: 30+ m (98+ ft),  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: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 69.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: March 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 705321200084B01,  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+ m (98+ ft),  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: Very good,  Channel: Fair,  Operating Rating: 64.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: March 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up
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Structure Number: 705321200299B01,  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+ m (98+ ft),  Kilometerpoint: 1.328,  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: Fair,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Inventory Rating: 19.6 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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: March 2007
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Structure Number: 3103032000S02,  Location: IN HOLLAND (Lat: 42.749933,  Lng: -86.119372),  Route carried "under" structure: US 31,  Year Built: 1964,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 9,649 (year 2003),  Truck Traffic: 9%,  Features Intersected: US-31 NB
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.324,  Lanes on structure: 4,  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: 3103032000S03,  Location: IN HOLLAND (Lat: 42.753969,  Lng: -86.116264),  Route carried "under" structure: Business US 31,  Year Built: 1964,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 28,228 (year 2003),  Truck Traffic: 1%,  Features Intersected: US-31 BR (58 TH STREET)
Minimum Vertical Clearance: 0.47m (1.54ft),  Kilometerpoint: 1.901,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.7m (100.7ft)

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Structure Number: 3103032000X01,  Location: IN HOLLAND (Lat: 42.762058,  Lng: -86.094761),  Route carried "under" structure: US 31,  Year Built: 1954,  Structure Length: 6.03m (19.78ft),  Average Daily Traffic: 22,326 (year 2003),  Truck Traffic: 10%,  Features Intersected: US-31,  Facility Carried by Structure: CSX RR
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 5.731,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 16.4m (53.8ft)

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Structure Number: 34321200225T01,  Location: TULIP CITY AIRPORT (Lat: 42.741578,  Lng: -86.117372),  Route carried "under" structure: City street 303,  Year Built: 2003,  Structure Length: 2.45m (8.04ft),  Average Daily Traffic: 5,400 (year 2004),  Features Intersected: S WASHINGTON AVE,  Facility Carried by Structure: RUNWAY/TAXIWAY
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.317,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 11.8m (38.7ft)

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