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


  • National Bridge Inventory (NBI) Statistics
  • 23Number of bridges
  • 230ft / 70mTotal length
  • $848,000Total costs
  • 112,497Total average daily traffic
  • 8,378Total average daily truck traffic
  • 142,034Total future (year 1977) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Sturgis
  • No street view available for this location

New bridges in Sturgis, MI - historical statistics
  • New bridges - historical statistics
  • 11950-1959
  • 81960-1969
  • 41970-1979
  • 11980-1989
  • 21990-1999
  • 52000-2009
  • 22010-2018
Average Bridge Daily Traffic in Sturgis, MI
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 4.8%Excellent
  • 19.0%Very good
  • 38.1%Good
  • 33.3%Satisfactory
  • 4.8%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 4.8%Excellent
  • 28.6%Very good
  • 28.6%Good
  • 33.3%Satisfactory
  • 4.8%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 4.8%Excellent
  • 23.8%Very good
  • 33.3%Good
  • 23.8%Satisfactory
  • 9.5%Fair
  • 4.8%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 21.4%Very good
  • 28.6%Good
  • 35.7%Satisfactory
  • 7.1%Fair
  • 7.1%Poor
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Structure Number: 151,  Location: 1.0 MI NW OF PLAINWELL (Lat: 42.464403,  Lng: -85.652575),  Route carried "on" structure: County highway 312,  Year Built: 1960,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 5.69m (18.67ft),  Average Daily Traffic: 2,548 (year 1994),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,930 (year 2014),  Design Load: HS 20,  Features Intersected: US-131,  Facility Carried by Structure: 106 TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.171,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 117.0m (383.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.8 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 158,  Location: 8.0 MI N OF PLAINWELL (Lat: 42.566031,  Lng: -85.662214),  Route carried "on" structure: US 131,  Year Built: 1959,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 15,300 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 22,795 (year 2018),  Design Load: HS 20,  Features Intersected: 120TH AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 16.287,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 78,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 133.0m (436.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.5m (41.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 627,  Location: 3.6 MI S OF KAWKAWLIN (Lat: 43.602447,  Lng: -83.948183),  Route carried "on" structure: Interstate 75,  Year Built: 2001,  Status: Open,  Structure Length: 2.31m (7.58ft),  Average Daily Traffic: 18,568 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 46,919 (year 2018),  Design Load: HS 20,  Features Intersected: MIDLAND ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.964,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 76,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 137.0m (449.5ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 21.1m (69.2ft),  Out-to-Out Width: 22.1m (72.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 7.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.5 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  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: 631,  Location: 1.7 MI S OF KAWKAWLIN (Lat: 43.638706,  Lng: -83.973439),  Route carried "on" structure: Interstate 75,  Year Built: 1968,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 14,339 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,092 (year 2018),  Design Load: HS 20+Mod,  Features Intersected: WHEELER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 13.767,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 76,  Subroute: 10),  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 6.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Meets minimum limits,  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 18 months,  Inspection Date: Febuary 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 637,  Location: 6.0 MI S OF PINCONNING (Lat: 43.767861,  Lng: -84.021303),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Open,  Structure Length: 7.46m (24.48ft),  Average Daily Traffic: 700 (year 1995),  Truck Traffic: 3%,  Average Future Daily Traffic: 500 (year 1977),  Design Load: H 15,  Features Intersected: I-75,  Facility Carried by Structure: PREVO RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 5.303,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 1511,  Location: @ M-27 (Lat: 45.450536,  Lng: -84.610539),  Route carried "on" structure: Interstate 75,  Year Built: 1962,  Status: Open,  Structure Length: 7.08m (23.23ft),  Average Daily Traffic: 7,150 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 8,300 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: M-27
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 29.906,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 55,  Subroute: 6),  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.5m (93.5ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 8.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 48.3 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: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  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: 1512,  Location: 2.8 MI N OF M-27 (Lat: 45.497942,  Lng: -84.615544),  Route carried "on" structure: County highway 1629,  Year Built: 1960,  Status: Posted for load,  Structure Length: 11.61m (38.09ft),  Average Daily Traffic: 550 (year 1997),  Truck Traffic: 3%,  Average Future Daily Traffic: 900 (year 2007),  Design Load: H 15,  Features Intersected: I-75,  Facility Carried by Structure: TOPINABEE RD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.583,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 118.0m (387.1ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.2m (118.8ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 29.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 2684,  Location: 1.2 M N OF FLINT CITY LTS (Lat: 43.093892,  Lng: -83.686908),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 4.62m (15.16ft),  Average Daily Traffic: 13,200 (year 1996),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,200 (year 2016),  Design Load: H 20,  Features Intersected: I-475,  Facility Carried by Structure: TERRY STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.592,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.1m (75.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Bridge Improvement Cost: $517,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $549,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3825,  Location: I-96 & I-496/US127 INTRCH (Lat: 42.677178,  Lng: -84.492789),  Route carried "on" structure: Ramp Interstate 496,  Year Built: 2008,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 28,350 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 9,000 (year 2028),  Design Load: Greater than HL93,  Features Intersected: I-96 WB
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.961,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 2016,  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: 5123,  Location: 100 FT W OF WUSTMAN AVE (Lat: 42.768261,  Lng: -85.732853),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,139 (year 2003),  Average Future Daily Traffic: 1,940 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: DORR & BYRON DRAIN,  Facility Carried by Structure: 108TH STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 4.062,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Very good,  Culverts: Fair,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 35.3 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017
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Structure Number: 6269,  Location: 0.8 MI NORTH OF 33 MILE (Lat: 42.833703,  Lng: -82.884653),  Route carried "on" structure: County highway 5063,  Year Built: 1994,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 5,810 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 10,493 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: E B COON CREEK,  Facility Carried by Structure: NORTH AVE
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 23.153,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 1.2m (3.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 1.2m (3.9ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  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: 62.2 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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  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: 6307,  Location: 0.1 MI S OF SCOTCH SETTLE (Lat: 42.877881,  Lng: -83.000414),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 360 (year 2010),  Truck Traffic: 2%,  Average Future Daily Traffic: 650 (year 2030),  Design Load: HS 20,  Features Intersected: N B CLINTON RIVER,  Facility Carried by Structure: MCKAY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.067,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  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: 11.8m (38.7ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  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: 6308,  Location: 0.2 MI NORTH OF EBELING (Lat: 42.857778,  Lng: -82.991728),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 235 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 349 (year 2030),  Design Load: HS 20,  Features Intersected: N B CLINTON RIVER,  Facility Carried by Structure: BROWN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.167,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 1.2m (3.9ft),  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: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 0.8m (2.6ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: July 2016,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6309,  Location: 0.1 MI E OF FISHER ROAD (Lat: 42.821739,  Lng: -83.071850),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 91 (year 1997),  Truck Traffic: 3%,  Average Future Daily Traffic: 123 (year 2017),  Design Load: H 20,  Features Intersected: FISHER LAKE OUTLET,  Facility Carried by Structure: RAAP ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.259,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 0.9m (3.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 97.2 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: 97.2 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: 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: August 2017
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Structure Number: 10289,  Location: 0.7 MI WEST OF FAWN RIVER (Lat: 41.781592,  Lng: -85.352544),  Route carried "on" structure: County highway 7808,  Year Built: 1964,  Status: Posted for load,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 1,035 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,590 (year 2025),  Design Load: HS 20,  Features Intersected: FAWN RIVER,  Facility Carried by Structure: FAWN RIVER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 20.961,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 28.2 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum 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: November 2017,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10319,  Location: NORTH OF FAWN RIVER (Lat: 41.783786,  Lng: -85.343417),  Route carried "on" structure: County highway 7883,  Year Built: 1994,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 1,033 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,500 (year 2023),  Design Load: HS 20,  Features Intersected: FAWN RIVER,  Facility Carried by Structure: FAWN RIVER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 22.018,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 0.7m (2.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 55.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 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 desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10332,  Location: 4 MI SW OF STURGIS (Lat: 41.765300,  Lng: -85.467097),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 2.76m (9.06ft),  Average Daily Traffic: 11 (year 2003),  Average Future Daily Traffic: 20 (year 2028),  Features Intersected: FAWN RIVER,  Facility Carried by Structure: BALK ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.172,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.3m (43.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 70.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 10333,  Location: 3 MI SE OF STURGIS (Lat: 41.764511,  Lng: -85.379328),  Route carried "on" structure: County highway ,  Year Built: 2017,  Status: Open,  Structure Length: 0.29m (0.95ft),  Average Daily Traffic: 315 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 384 (year 2036),  Design Load: Greater than HL93,  Features Intersected: FAWN RIVER,  Facility Carried by Structure: MILLER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.546,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  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: 28.2m (92.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 1.0m (3.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 84.6 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: 65.1 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: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  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: 10334,  Location: 3 MI SE OF STURGIS (Lat: 41.763853,  Lng: -85.389125),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 15 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 15 (year 2023),  Design Load: HS 20,  Features Intersected: FAWN RIVER,  Facility Carried by Structure: BIG HILL ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.464,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 2.5m (8.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 31.60m (103.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Bridge Improvement Cost: $269,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $299,000,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10335,  Location: 3 MI SE OF STURGIS (Lat: 41.775811,  Lng: -85.359303),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 361 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 440 (year 2031),  Design Load: Greater than HL93,  Features Intersected: FAWN RIVER,  Facility Carried by Structure: KIME ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.634,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.3m (76.4ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 54.1 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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  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: 10336,  Location: 3 MI E OF STURGIS (Lat: 41.783106,  Lng: -85.350186),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Temporarily open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 577 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 800 (year 2023),  Design Load: H 20,  Features Intersected: FAWN RIVER,  Facility Carried by Structure: CARLS ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 2.606,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 0.7m (2.3ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2017,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10348,  Location: 4.5 MI N OF STURGIS (Lat: 41.876081,  Lng: -85.400989),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 533 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 714 (year 2023),  Design Load: H 20,  Features Intersected: PRAIRIE RIVER,  Facility Carried by Structure: HACKMAN ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.707,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 52.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 38.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: November 2017,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1035,  Location: 3 MI N OF STURGIS (Lat: 41.856697,  Lng: -85.396792),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Posted for load,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 277 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 380 (year 2023),  Design Load: H 20,  Features Intersected: PRAIRIE RIVER,  Facility Carried by Structure: PRAIRIE RIVER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.124,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 4.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum 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: November 2017,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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